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Home My WebLink AboutPermit D19-0133 - MAINSPRING WEALTH - TENANT IPROVEMENTS ON 1ST FLOORMAINSPRING WEALTH 6840 FORT DENT WAY 160 019-0133 Parcel No: Address: �"^�xx "�� Tukwila v�U~� x�u u K�m^w�Vna Department ofCommunity Development 63OU5uuthcenmerBoulevard, Suite#1OO Tukwila, Washington 9818D Phone:Zq6'4]1'367O Inspection Request Line: I06'43O'9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2954900425 6840 FORT DENT WAY 160 Project Name: MAINSPRING WEALTH Permit Number: D19'0133 Issue Date: 5/15/2019 Permit Expires On: 11/11/2019 Contact Person; Name: Address: Contractor: Name: License No: Lender: ]0HNCRAD0V[UDEVCO l835O3NDAV5E#S-1,MERCER ISLAND, WA, 98040 Phone: (206)404-8537 12UO5THAVE SUITE l3OD'5EAlTL[, VVA,9Ol0l DPINC GENERAL CONTRACTORS Phone: (206)361-2989 l9936UALUmG[KWAY NE, S[ATTL[' WA,981B DPINCGCO66BU Expiration Date: 1/31/2020 Z8]S8ZNDAVS[#S-1,MERCER ISLAND, WA, 98040 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVIVIENTS ON THE IST FLOOR TO INCLUDE: DEOMLITION OF PARTITIONS AND DOORS, CONSTRUCTION OF PARTITION AND DOORS, RELOCATION OF EXISTING LED LIGHT FIXTURES AND NEW LIGHT FIXTURES, NO STRUCTURAL WORK AND NO CORE ALTERATION, Project Valuation: $I50\000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type ofConstruction: Vn Electrical Service Provided by: TUKWILA Fees Collected: $3,484.55 Occupancy per IBC: D Water District: TUKVY|LA Sewer District: TUKWILA 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: WA Cities Electrical Code: VVACZ96468: Code: Public Works Activities: [hanne|izadon/SthpinB: CurbCvt/Acceo/5idewa|k: Fire Loop Hydrant: Flood Control Zone: Hau|ing/0vpo|zeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signatu Volumes: Cut; 0 Fill: O Number: O te:,—�'- I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions ofany other state nrlocal laws regulating construction orthe performance ofwork. |amauthorized tosign and obtain this development py"F) and agree to thAconditiors attached to this permit. Signature: /0'1f�� /4��V�'/' . `/ �'^ . ' — ~ -, PhmNam� ��w�� ^ �� _ _ . _ Dote: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection, PERMIT CONDITIONS: 1: 'BUILDING PERMIT CONDITIONS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. ]: All permits, inspection record card and approved construction documents shall bekept atthe site ofwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components, 46[E 7, Chapterl3. 5: Partition walls shall not hetied tnosuspended ceiling grid. All partitions greater than 6feet inheight shall belaterally braced tothe building strwctum. Such bracing shall beindependent ofany ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements' ceUao, septic tanks, weUs'and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building Department (2O6~4]1-367U). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. ll: VALIDITY OFPERMIT: The issuance orgranting mfapermit shall not beconstrued tobeapennitfor 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 ofthe City ofTukwila shall not bevalid. The issuance ofapermit based nnconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. lZ: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (2O6/431'367O). 16: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated atone extinguisher for each 3'OOOsq. ft. ofarea, The extinQuisher(s)should beofthe "all purpose" (2A,1OBI)dry chemical type. The travel distance toany extinguisher must be75'orless. (|F[ 906.5) (NFPA 10, 5.4) 13: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers orbrackets shall besecurely anchored tothe mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having agross weight not exceeding 4O pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top isnot more than l5feet (lO67mm)above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (|F[906Jand |FC 906.9) 14: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall bealong normal paths oftravel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (|F[9O6.5) 15: Fire extinguishers require monthly and yearly inspections. They must have atag mrlabel securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall beemptied and subjected tothe applicable recharge procedures. |fthe required monthly and yearly inspections ofthe fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2,73) 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. (|F[lU1Ol9) 19: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle isengaged from inside the tenant space. (|FCChapter l0 20: Exit hardware and marking shall meet the requirements of the International Fire Code. (|FCChapter 1O) 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 tooperate. (|FClO1O19.1) 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 ufegress travel isnot immediately visible tothe occupants. Exit sign placement shall besuch that nopoint in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever isless, from the nearest visible exit sign. (|F[10111) 23: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principals 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 in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1013.6.1) 24: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not 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. (IFC 1013.6.3) 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 at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1008.3.5) 28: 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 to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 26: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 29: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A, 72 and City Ordinance #2437. 31: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 30: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 32: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 33: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 34: 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. 27: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 35: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 36: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0502 LATH/GYPSUM BOARD 0406 SUSPENDED CEILING CITY OF TUA ILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov BuildingPermit No: Project Date ApplicationAccepted Date Applieation Expires . , (E0r„ 0 euse_ 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** King Co Assessor's Tax No.: 295490-0425 Site Address: 6840 Fort Dent Way, Tukwila, WA 98168 Tenant Nam • Mainspring Wealth Suite Number: 160 PROPERTY OWNER. (Building Representative) Name: John C Radovich Development Address: 2835 82nd Ave SE City: Mercer Island State: WA Zip: 98040 CONTACT PERSON — person receiving all project communication Name: 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: Floor: 1 _Yes fl..No ARCHITECT -OF RECORD Company Name: NELSON Architect Name: Adam Segalla Address: 1200 5th Ave, Suite 1300 City: Seattle State: WA Zip: 98101 Phone: (206) 408-8518 Fax: Email: ASegalla@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: ApplicationsTorms- Applications On Line 201 I Applications Permit Application Revised - 8-9- I I .docx Revised: August 2111 1 bh Page 1 of 4 • Valuation of Project (contractor's bid price): $ 150,000 Describe the scope of work (please provide detailed information): Interior tenant improvements on the 1st floor to include: - Demolition of partitions and doors - Construction of partitions and doors - Relocation of existing LED light fixtures and new Tight fixtures - No structural work and no core alteration Will there be new rack storage? ❑ Yes Existing Building Valuation: $ ®.. No If yes, a separate permit and plan submittal will be required. rovide All :Bull ig A as n Square;. tageBelow,. Existing Interior Remodel �_ ` Addition to Existing ; Structure New �. Type of Construction per. ` IBG , ° Type of Occupancy per •- iBC I' Floor 19,933 2,529 0 0 V-B B . 2'"n-Floor. 0 ;3"' Floor 0 Floors titrtt 0 Basement () 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 ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes Compact: Handicap: ❑....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ©....... Sprinklers Automatic Fire Alarm ❑ None ❑ ....-..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ..... _Yes ❑ No If "yes', attach list of 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 Line2011 Applications Permit Application Revised - 8-9-I l,docx Revised: August 2011 bh Page 2 of 4 3-0179 • Scope of Work (please provide detailed information): Addition of a new ADA sink and dishwasher Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District O El ...Water District #125 1p ...Water Availability Provided Sewer District LI ...Tukwila 0 ...Sewer Use Certificate Highline El ...Valley View 0 .. Renton 0...Sewer Availability Provided 0 .. Renton 0.. Seattle Septic System: O 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): E] ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) 0 ...Bond EJ. Insurance 0.. Easement(s) Proposed Activities (mark boxes that apply): 0 _Right-of-way Use - Nonprofit for less than 72 hours O ...Right-of-way Use - No Disturbance ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ...Total Cut cubic yards 0 ...Total Fill cubic yards o ...Sanitary Side Sewer 0 ...Cap or Remove Utilities • _Frontage Improvements 0 ...Traffic Control ...Backflow Prevention - Fire Protection Irrigation Domestic Water ...Permanent Water Meter Size.„ 0 ...Temporary Water Meter Size .. O ...Water Only Meter Size............ Ej ...Sewer Main Extension Public 0 0 —Water Main Extension Public 0 .. Geotechnical Report El .. Maintenance Agreement(s) O o ,..Traffic Impact Analysis ,,,Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) O .. Right-of-way Use - Profit for less than 72 hours o .. Right-of-way Use — Potential Disturbance o .. Work in Flood Zone 0 .. Storm Drainage Abandon Septic Tank 0 .. Curb Cut .. Pavement Cut 0 .. Looped Fire Line 57 71 11 • Grease Interceptor Ei Channelization .. • Trench Excavation o .. Utility Undergrounding WO # WO # WO # 0 ...Deduct Water Meter Size Private El Private 0 77 FINANCE INFORMATION Fire Line Size at Property Line LI ...Water 111 ...Sewer Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) ...Sewage Treatment Day Telephone: Mailing Address: Water Meter Refund/Billing; Name: Mailing Address: City State Zip Day Telephone: State Zip City H.Applieations Porms-Applications on Line 201 I Applications Permit Application Revised - 8-9-1 I .docx 'Revised: August 201 bh Page 3 of 4 TAPPLICATION Nfl 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 N OR AUT it ' I ED a NT: Signature: J, I' Date: 04/17/2019 Print Namet. ebecca Da idson Day Telephone: (206) 267-6061 Mailing Address: 2385 82nd Ave. SE., suite 300 Mercer Island WA 98040 City State Zip n: Applications Forms -Applications On Line-2 Revised: August 2011 bh Applications Permit Application Revised- R-9-I I.docx Page 4 of 4 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $3,484.55 D19-0133 Address: 6840 FORT DENT WAY 160 Apn: 2954900425 $3,484.55 Credit Card Fee $101.49 Credit Card Fee R000.369.908.00.00 0.00 $101.49 DEVELOPMENT $3,284.29 PERMIT FEE R000.322.100.00.00 0.00 \ $1,975.33 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,283.96 WASHINGTON STATE SURCHARGE B640.237.114 0,00 $25.00 TECHNOLOGY FEE $98.77 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17452 R000.322.900.04.00 0.00 $98.77 $3,484.55 Date Paid: Friday, April 19, 2019 Paid By: REBECCA DAVIDSON Pay Method: CREDIT CARD 06361G Printed: Friday, April 19, 2019 2:15 PM 1 of 1 CnWSYSTEMS CO TUKWIL4 ETRAKIT 6200 SOUTH[ENTER BLVD TUKWILA' WA 98188 206-433-1870 CITY OF TUKWILA 0017340888802374464508 Date: 84/19/20I9 02:I5:06 PM CREDIT CARD SALE VISA [»KD NUMBER: **********8337 K TKAN AMOUNT: $3^484.55 APPROVAL CD: 0036IG RECORD #: 000 [Lsnx ID: 1azzel X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 04AWA3pasA, 1 c Type of inspection: 6 i 1, 4'..frf-r__ . Address: Date Called: Special Instructions: Da Wanted: G_ 1 a.m. p.m. Requester: Phone No: pproved per applicable codes. Corrections required prior to approval. Inspector: Date: low REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Pro'ec ° , Type of lnspec on: Address: bate tilled: Spat Instructions: -7;1/ 0"Requester: / Date slanted: a.m. Phone No: Approved per applicable codes. Corrections required prior to approval. E11L75 \V nspect Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [70-1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Address: 40.''' Date Called: Special al Instructions: I' = Date Wanted: - �" rn'. .cn. Requester-: , Phone No: i' proved per applicable codes. El Corrections required prior to approval. COMMENTS specto REINSPECTI©N FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspecticn. INSPECTION RECORD Retain a copy with permit - INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 Permit Inspection Request Line (206) 438-9350 670 Address: pe34V0 Special Instructions: Gbo QApproved per applicable codes. "COMMENTS: Type of inspection: Date Caned: Date Wanted: f~: Requester: Phone No: d'7-42C0 7-47 603') ections required prior to approval. Inspect Date_: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. PLAN REVIEW/ROUTING. SLIP PERMIT NUMBER: D19-0133 DATE: 04/19/19 PROJECT NAME: MAINSPRING WEALTH SITE ADDRESS: 6840 FORT DENT WAY X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # ;After Permit Issued DEPARTMENTS: Building Division kWCi gin g,pc,licvhm ire Prevention 0 Pub ic Works Structural fr L-\11C1/\ I Planning Division 111 Permit Coordinator PRELIMINARY REVIEW: Not Applicable ri (no approval/review required) DATE: 04/23/19 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 05/21/19 Approved with Conditions 1-1 Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping D PVV 0 Staff Initials: 12/18/2013 Holm! Espanol Contact Search L&I 4,141Y1 Safety & Health Claims & Insurance k Washington State Department of /Labor & Industries A-Z Index I loin My 1,&1 Workplace Rights Trader, & Licensing D P INC GENERAL CONTRACTORS Owner or tradesperson Principals DODSON, WILLIAM, PRESIDENT Doing business as D P INC GENERAL CONTRACTORS WA UBI No. 601 515 833 19936 BALLINGER WAY NE SEATTLE, WA 98155 206-361-2989 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. 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 history tnsutance Continental Western Ins Co Policy no. CPA6015605 $1,000,000.00 Received by L&I Effective date 08/21/2018 09/15/2016 Expiration date 09/15/2019 Insurance history Savings No savings accounts during the previous 6 year period. 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 r ..i xa `:,:. ;",,..,:. . ;'., ,,i „ .,,;t ; ',,; r.^ Y'., . •�yti{ q! � �}'"ry("1{u}ri` ijM1 tr Nelco Architecture, Inc. PARCEL NUMBER: 295490-0425 v PROJECT DESCRIPTION J n TENANT IMPROVEMENT ON THE FIRST FLOOR OF AN EXISTING `I- OFFICE SUITE TO INCLUDE: O - DEMOLITION OF PARTITIONS AND DOORS w - CONSTRUCTION OF PARTITIONS AND DOORS zi - RELOCATION AND NEW LIGHT FIXTURES hi - NO STRUCTURAL WORK OR ALTERATION OF CORE .fl - MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION AND LIFE SAFETY ALTERATIONS ARE BY OTHERS, UNDER SEPARATE PERMITS BY DESIGN BUILD n. CONTRACTORS - DEFERRED SUBMITTALS. U V a o FORT DENT II` a. �0 6840 FORT DENT WAY TUKWILA, WA 98168' 0 APPLICABLE CODES U 0 2015 INTERNATIONAL BUILDING CODE GREEN RNSR 2015 INTERNATIONAL EXISTING BUILDING CODE 2015 INTERNATIONAL FIRE CODE c 1 r f „••.,, ••• 2015 UNIFORM PLUMBING CODE _.--- •••• 2015 INTERNATIONAL MECHANICAL CODE N'M.y,,, �... "`2015 INTERNATIONAL FUEL GAS CODE 2017 NATIONAL ELECTRICAL CODE FORT DENT II 2015 WASHINGTON ENERGY CODE W 10 FORT DENT WAY TUKWILA, . p �` FO PARK DENT 68 KWILA, WA 98168 i ICC/ANSI 117.1-2009 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES L, £h f# PROJECT DIRECTORY FORT DENT 2 TENANT: MAINSPRING "WEALTH PROJECT AREA SUITE AREA FLOOR AREA FLR #1 2,529 SF 2,529 SF (NO CHANGES t19,933 (NO CHANGES) 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 408-8500 SEPARATE PERMIT . REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION consultants Description: No: By: Date: PERMIT REVIEW SET BMT 04/10/2019 PERMIT SET BMT 04/15/2019 No changes, shall be made to the scope of work without prior approval of the Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan revievv: Uft 7� BUILDING REPRESENTATIVE: JOHN C RADOVICH DEVELOPMENT <► 2835 82ND AVENUE SE, MERCER ISLAND, WA 98040 v SO(/Ty �` ,-, ` PHONE: 206-267-2669 cFNTER 4 / • ` EMAIL: REBECCADAVIDSON@JCRDEVCO.COM e�Vp CONTACT: REBECCA DAVIDSON TP�E A05 / c ARCHITECT: r NELSON WORLDWIDE FILE C P co tERS ., 1200 5TH AVENUE, SUITE 1300, SEATTLE, WA 98101 Pwmlt No. V z IN , _ s PHONE. 206-408-8500 EMAIL: LDUCEY@nelsonww.com Plan review approval is subject to errors ano omissions. Approval of construction documents does o n CONTACT: LINDA DUCEY not authnnze the vio!aton of any a opted or fi ordinance. R ce t of aporov e! I Copy nd '' t DP INCORPORATED GENERAL CONTRACTORS c 1 CONTRACTOR: n i ac n o Ep 19936 BALLINGER WAY NE, 5EATTLE, WA 98155 ePHONEy. EMAIL: •VASILY@DPINC.NET 206-361-2989 oats: -� Cit of T wi a t CONTACT: BILLY SHADRIN BuIL ING VISION o, c 1 LOCATION MAP z SITE MAP AN-0 NOT TO SCALE AN-0 SCALE: 1/128"=1'-0" TRUE PROJECT TRUE NORTH NORTH NORTH 12 0 CL c a E cg E DRAINING INDEX SHEET NUMBER SHEET TITLE SHEET .ISSUE DATE DRAWING REVISION NUMBER REVISION ISSUE DATE GENERAL AN-0 COVER SHEET 4/15/2019 AN-1 LIFE SAFETY PLAN 4/15/2019 AN-2 GENERAL NOTES, ABBREVIATIONS &SYMBOLS 4/15/2019 ARCHITECTURAL ' Al-1 DEMOLITION, CONSTRUCTION &REFLECTED CEILING PLAN 4/15/2019 A9-1 PARTITION TYPE DOOR SCHEDULE ELEVATION &DETAILS � � 4/15/2019 A9-3 CEILING DETAILS 4/15/2019 revisions FORT DENT II BUILDING 6840 FORT DENT WAY TUKWILA, WA 98168 client MAINSPRING WEALTH 1ST FLOOR, SUITE 160 6840 FORT DENT WAY TUKWILA, WA 98168 project name &address. COVER SHEET sheet title RE`JILWED FOR CODE COMPLIANCE APPRnvpn cu n� RECEIVED °- CITY OF TUKWILA 0 APR 19 1019 inco Q1 N PE1=dMU'( GE,,d-t cif r $i 0 _ O a 7 r;-r-.�• REVISIONS seal Proj. No: 19.00341.00 Designer: BMT Drawn By: BMT: Reviewed By: LD Project Manager: LD Approved By: A5 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, LLC 2019 ALL RIGHTS RESERVED 0 LIFE S 3/32 = V-0" PLAN 0 4' 8' 16' 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. 5. 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. EXIT ACCESS HAS BEEN BASED UPON PROGRAMATIC INFORMATION PROVIDED TO AAI BY THE INTENDED OCCUPANT OF THIS SPACE. ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR ANY CONSEQUENCES WHICH MAY RESULT FROM THE CHANGE OF USE OR OCCUPANT LOAD AFTER PROJECT COMPLETION. 9. EXIT SIGNAGE SHALL BE INTERNALLY ILLUMINATED AT ALL TIMES WITH EMERGENCY ELECTRICAL BACK-UP POWER. 10. EXIT SIGN ILLUMINATION SHALL NOT BE LESS THAN 5 FOOT CANDLES EXIT SIGNS SHALL HAVE TWO POWER SOURCES, ONE FROM THE PREMISES WIRING SYSTEM, THE OTHER FROM BATTERIES. 11. FINAL PLACEMENT OF EXIT SIGNS IS SUBJECT TO APPROVAL AND MODIFICATION OF THE FIRE DEPARTMENT FIELD INSPECTOR. 12. FINAL PLACEMENT OF EXIT SIGNS IS SUBJECT TO APPROVAL AND MODIFICATION OF THE FIRE DEPARTMENT FIELD INSPECTOR. CODE ANALYSIS OCCUPANT LOAD: 100 SF PER OCCUPANT FOR BUSINESS USE PER IBC TABLE 1004.1.2 2,529 SF (SUITE 160) @1:100= 26 OCCUPANTS EXITING REQUIRED PROVIDED N S} LSO Nelco Architecture, Inc. 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 408-8500 NUMBER OF EXITS: MAX 49 OCC LOAD = 1 EXIT 2 consultants GROUP B TABLE 1006.2.1 & Description: No: By: Date: TABLE 1006.3.1 COMMON PATH OF EGRESS: 100' MAX. W/ SPRINKLERS f32' PERMIT REVIEW SET BMT 04/10/2019 GROUP B PERMIT SET BMT 04/15/2019 TABLE 1006.2.1 EXIT ACCESS TRAVEL DISTANCE: 300' W/ SPRINKLERS *81' GROUP B TABLE 1017.2 EXIT PLAN LEGEND 411111111 EXIT / EAD EAU EXIT ACCESS DOOR (} — — — = EXIT PATH ® ® EXIT SIGNAGE r r I L- DIRECTIONAL �— — — NON -DIRECTIONAL REVIEVVED FOR CODE COMPLIANCE APPROVED MAY 10 2019 City of Tukwila BUILDING DIVISION DECEIVED CITY OF TUKWILA revisions client MAINSPRING WEALTH 1ST FLOOR, SUITE 160 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address LIFE SAFETY PLAN sheet title seal APR 19 2019 Proj. No: 19.00341.00 Designer: BMT PERMI CENTER Drawn By: BMT Reviewed By: LD Project Manager: LD Approved By: AS AN 1 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND ev PROJECT M MANAGER SHALLBEONOTIFIIED IN INGTHE OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, LLC 2019 ALL RIGHTS RESERVED _ -fin , 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, A G Q SHEET NUMBER GRAPHIC SCALE BUILDING SECTION TAG 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 NELSOK THE DRAWINGS, AND REQUIRED BY LOCAL BUILDING AUTHORITIES. MISCELLANEOUS WORK AS MAY BE NECESSARY FOR THEM TO CONTRACTOR, ARCHITECT OR OWNER, SHALL BE DOCUMENTED BY A/C AIR CONDITIONING GL GLASS or GLAZING QT QUARRY TILE A/C 8'-0" 16'-0" 32'-0" SECTION THE GOVERNING CODES, RULES AND REGULATIONS ARE COMPLETE THEIR WORK. IT IS EXPECTED THAT THE GENERAL THE ARCHITECT AND APPROVED, PRIOR TO EXECUTION. A/C UNIT AIR CONDITIONING UNIT GRD GROUND QTY QUANTITYAl-1 COLLECTIVELY REFERRED TO AS "THE CODE." THE CONTRACTOR CONTRACTOR SHALL ALSO CLOSELY COORDINATE THE WORK WITH A/E ARCHITECT/ENGINEER GWB GYPSUM WALL BOARD' 1 DESIGNATION 1 SHALL REPORT ANY INCONSISTENCIES, CONFLICTS OR OMISSIONS THAT OF ALL OTHER VENDORS RETAINED BY THE CLIENT TO 39. THE PRESENCE OF A REPRESENTATIVE OF THE ARCHITECT ON THE A/V AUDIO VISUAL GYP GYPSUM R JOB SITE DOES NOT IMPLY CONCURRENCE WITH OR THE APPROVAL ACT ACOUSTICAL CEILING TILE R or RAD RADIUS SCALE: 1/16" = P-0" A-0.1 A-0.1 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 ADJ ADJACENT H RB SHEET NUMBER RUBBER BASE SHEET NUMBER PERFORMING THE WORK. WITHOUT DELAY. OF THE ARCHITECT, IN WRITING, ALL SPECIFIC ITEMS FOR WHICH AFF ABOVE FINISH FLOOR H HIGH RBR RUBBER SHEET GROUP 2. THE GENERAL CONTRACTOR SHALL CONTACT BUILDING 15. BIDDERS, BEFORE SUBMITTING PROPOSALS, SHALL VISIT AND ARCHITECT'S REVIEW IS REQUIRED. AHJ AUTHORITY HAVING HB HOSE BIB RCP REFLECTED CEILING PLAN DISCIPLINE CODE MANAGEMENT TO DETERMINE THE RULES OF THE BUILDING CAREFULLY EXAMINE THE AREA AFFECTED BY THE WORK TO JURISDICTION HC HOLLOW CORE RECEPT RECEPTACLE RELATIVE TO CONSTRUCTION; WHEN AND HOW DELIVERIES CAN BE FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND ANY 40. UPON SUBSTANTIAL COMPLETION C WORK THE CONTRACTOR SHALL PREPARE A "PUNCHLIST" OF CORRECTIONS AND AHU AIR HANDLING UNIT HOW HARDWARE RECT RECTANGULAR MADE, WHAT PHASES AND TYPES OF CONSTRUCTION MAY BE DONE DIFFICULTIES THAT MAY AFFECT EXECUTION OF THE WORK. ALT ALTERNATE(ING) HEX HEXAGONAL REF REFERENCE WALL SECTION TAG UNSATISFACTORY AND/OR INCOMPLETE WORK FOR REVIEW BY THE ON REGULAR OR OVERTIME BASIS, AND IN GENERAL ANY SPECIAL SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE ALUM ALUMINUM REINF REINFORCING or SECTION ARCHITECT. NORTH ARROW INTERIOR ELEVATION TAG DESIGNATION BUILDING REQUIREMENTS WHICH WILL AFFECT THE COST OF ALL THAT SUCH AN EXAMINATION HAS BEEN MADE, AND LATER CLAIMS ANOD ANODIZED REINFORCEMENT 1 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 APPROX APPROXIMATE HM HOLLOW METAL REQ'D REQUIRED PLAN NORTH 1 CONFORM TO ALL BASE BUILDING STANDARD SPECIFICATIONS AND MATERIALS, REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED COPY OF ALL DRAWINGS, PERMITS, SUBMITTALS AND SAMPLES ON ARCH ARCHITECT HORIZ NORIZONTAL RET RETURN BUILDING REGULATIONS, WHICH THE CONTRACTOR SHALL OBTAIN WHICH COULD HAVE BEEN REASONABLY FORESEEN HAD SUCH WHICH TO RECORD ALL CHANGES DURING CONSTRUCTION. ACCESS AUTO AUTOMATIC HR HOUR REV REVISE or REVISION ELEVATION SHEET NUMBER PRIOR TO SUBMISSION OF BID. EXAMINATION BEEN MADE. THE GENERAL CONTRACTOR SHALL TO THESE SHALL BE PROVIDED FOR THE USE OF ALL TRADES, AVG AVERAGE HT HEIGHT RH RIGHT HAND 4 A-0.1 2 DESIGNATION VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AND CLIENT REPRESENTATIVES AND THE ARCHITECT, DURING ALL HTG HEATING RHR RIGHT HAND REVERSE 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SUB- REPORT ANY AND ALL DISCREPANCIES AND/OR UNUSUAL PHASES OF CONSTRUCTION. g HTR HEATER RM ROOM 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 B/S BUILDING STANDARD HVAC HEATING VENTILATION & RO ROUGH OPENING 3 SHEET NUMBER DETAIL SECTION TAG AS WELL AS ALL FUTURE ADDENDA, BULLETINS, FIELD DIRECTIVES COMMENCEMENT OF ANY CONSTRUCTION. SHALL BE INDICATED TO SCALE IN RED INK ON THE OWNERS BETW BETWEEN AIR COND. ROW RIGHT OF WAY SECTION AND CHANGE ORDERS. � BEV BEVELED HW HOT WATER RPM RECORD DRAWINGS FOR ALL RUNS OF MECHANICAL AND 16. THE GENERAL CONTRACTOR SHALL MAKE KNOWN ANY AND ALL BLDG BUILDING HWY HIGHWAY RSF RENTABLE SQUARE FEET 1 DESIGNATION 4. THE CONTRACTOR SHALL COORDINATE WITH BUILDING LIMITATIONS, EXCLUSIONS, OR MODIFICATIONS TO THE PROJECT ELECTRICAL WORK INCLUDING CONCEALED WORK WHICH DEVIATES Q COLUMN SYMBOL & GRID LINES DATUM POINT 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, BLK BLOCK RT RUBBER TILE 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 BLKG BLOCKING I RTU ROOF TOP UNIT 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 BSMT BASEMENT IN INCHES RWC RAINWATER CONDUCTOR SHEET NUMBER 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 BTM BOTTOM INCAND INCANDESCENT x REPAIR AND REPLACE DAMAGE OR LOSSES AT THE CONTRACTOR'S WORK. SHALL BE PROVIDED TO BOTH THE OWNER AND THE ARCHITECT. BTU BRITISH THERMAL UNIT INCL INCLUDE(ING) or S EXPENSE WITHOUT CHARGE TO THE OWNER. WITHIN THREE (3) WEEKS (15 BUSINESS DAYS) OF THE RECEIPT OF INCLUSIVE 5 SOUTH EXTERIOR ELEVATION TAG 17. EXISTING CONSTRUCTION AND DIMENSIONS SHOWN ARE PER C INFO INFORMATION SAN SANITARY 5. WHERE ADJACENT AREAS BEYOND THE IMMEDIATE CONSTRUCTION THE AS BUILT SET. APPROVAL FOR FINAL PAYMENT TO THE _ EXISTING DRAWINGS. ALL EXISTING INFORMATION MUST BE CONTRACTOR SHALL BE GRANTED, OR REASONABLE CAUSE SHOWN CER CERAMIC INSUL INSULATION 5B STONE BASE i X SECTION 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. CF CUBIC FEET INT INTERIOR SC SOLID CORE 1 DESIGNATION CONTRACTOR SHALL: IS RESPONSIBLE FOR ACCURACY OF EXISTING INFORMATION. CI CONTROL JOINT SCHED SCHEDULE a. CONFORM TO OWNERS AND TENANT REQUIREMENTS FOR 43. PRIOR TO THE COMPLETION OF THE WORK THE CONTRACTOR A-0.1 EXISTING CONSTRUCTION CONDITIONS IN AREAS WHERE NEW CL CENTERLINE ] SCHEM SCHEMATIC 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 CLG CEILING ]AN CLOS JANITOR'S CLOSET SE SOUTHEAST SHEET NUMBER 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 CLOS CLOSET JB JUNCTION BOX SECT' SECTION TENANT BUSINESS HOURS THIS CONTRACT, PRIOR TO MOBILIZATION FOR ANY WORK, THE CHECK LISTS, MAINTENANCE INSTRUCTIONS AND SIMILAR DATA, AS CLR CLEAR JST JOIST SF SQUARE FOOTAGE VERTICAL ELEVATION SPOT ELEVATION j WELL AS ALL GUARANTEE(S) FOR ALL EQUIPMENT AND OPERABLE CMU CONCRETE MASONRY UNIT JT JOINT SHWR SHOWER b. ENSURE THAT CONSTRUCTION OPERATIONS DO NOT BLOCK CONTRACTOR SHALL FURNISH A CONSTRUCTION SCHEDULE COL COLUMN SIM SIMILIAR LEVEL NAME j DEVICES FURNISHED OR INSTALLED BY THE CONTRACTOR UNDER PARTIAL PLAN &DETAIL TAG HALLWAYS, ACCESSIBLE ROUTES OR MEANS OF EGRESS FOR SHOWING CHRONOLOGICALLY THE PHASES OF THE WORK, AND ALL LEVEL NAME -i RELATED WORK FOR COMPLETION OF THE PROJECT. THIS SCHEDULE THIS CONTRACT, AND SHALL ORIENT AND INSTRUCT THE CONC CONCRETE K SPEC SPECIFICATION(S) ELEVATION HT TENANTS OF BUILDING. PERSONNEL DESIGNATED BY THE CLIENT IN THE OPERATION OF ALL CON5TR CONSTRUCTION KD KNOCK DOWN SPKR SPEAKER ELEVATION HT r PLAN N DETAIL c. ENSURE THAT CONSTRUCTION OPERATIONS DO NOT CAUSE SHALL INDICATE ALL ORDERING LEAD TIMES, LENGTH OF TIME FOR SUCH EQUIPMENT. CONT CONTINUOUS KIT KITCHEN S ' ' 1 DESIGNATION EACH PHASE, ITS START AND COMPLETION, WITH A PROJECTED Q SQUARE SIM INTERRUPTIONS OF ELECTRICAL SERVICES TO THE TENANTS COMPLETION DATE. 44. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN THE CONTR CONTRACTOR SQ FT SQUARE FOOT I OF THE BUILDING WITHOUT PRIOR NOTIFICATION AND CORR CORRIDOR L MATCH LINE BREAK LINE A-0.1 L SIMILAR DETAIL EVENT THAT MOLD OR ASBESTOS IS UNCOVERED. THE OWNER SSTL STAINLESS STEEL APPROVALS. THE CONTRACTOR SHALL PROPERLY PROTECT 19. THE GENERAL CONTRACTOR AND SUB -CONTRACTORS SHALL ATTEND L LOW SHALL RETAIN A QUALIFIED CONSULTANT WHO SHALL ARRANGE CPT CARPET ST STREET � � J SHEET NUMBER ALL FLOORS MAIL CHUTES AND STAIR DOORS IN PUBLIC JOB MEETINGS REQUIRED BY THIS CONTRACT. FOR THE PROMPT IDENTIFICATION TESTING TREATMENT CT CERAMIC TILE LAM LANINATE(D) STD STANDARD 02/ A2-1 i 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 CTR CENTER LAV LAVATORY STL STEEL �- SHEET NUMBER MATS WILL BE INSTALLED AT ALL OPENINGS BETWEEN DEPARTMENT PRIOR TO START OF CONSTRUCTION. REQUIRED BY LAW AND GOOD CONSTRUCTION PRACTICES. THE CU FT CUBIC FEET LF LINEAR FEET STOR STORAGE 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 LH LEFT HAND STRUCT STRUCTURE or DETAIL NUMBER DRAWING TITLE AREAS SHALL BE KEPT CLEAN AND FREE FROM DEBRIS. TO THESE MATERIALS. D LHR LEFT HAND REVERSE '' STRUCTURAL RESPONSIBILITY OF THE CONTRACTOR, UNO. D DEPTH LL LIVE LOAD SUSP SUSPENDED 1 PLAN d. ERECT AND MAINTAIN TEMPORARY BRACING, LIGHTS, 45. THE CONTRACTOR I5 ADVISED THAT THE PREMISE HAS NOT BEEN LONG LONGITUDINAL 22. THE CONTRACTOR SHALL PAY THE EXPENSES FOR ALL DBL DOUBLE SW SOUTHWEST CENTERLINE LEADERS DUST -PROOF PARTITIONS, BARRICADES, FENCES AND TESTED FOR LEAD PAINT OR OTHER POTENTIALLY HAZARDOUS LVL LEVEL A-0.1 Sca WARNING SIGNS AS NECESSARY TO PREVENT INJURY, NOISE TRANSPORTATION, HOISTING AND ELEVATOR USE CHARGES ON ALL DEG DEGREES SYMB SYMBOL TITLE MATERIALS. THE CONTRACTOR SHALL USE ALL APPROPRIATE DUST AND INCONVENIENCE TO OTHER TENANTS, THE PUBLIC MATERIALS OR EQUIPMENT TO THE POINT OF USE, AND SHALL BE DEMO DEMOLITION or DEMOLISH LVT LUXURY VINYL TILE SYS SYSTEM �, _ - - _ NOTES & KEYNOTE LEADER DETAIL NUMBER PRECAUTIONS IN THE CARRYING OUT OF ALL CONSTRUCTION i� AND TO PREVENT DAMAGE TO ADJACENT CONSTRUCTION RESPONSIBLE FOR ALL UNLOADING, CHECKING AND STORAGE OF DEPT DEPARTMENT THE SAME IN CONNECTION WITH THIS CONTRACT. OPERATIONS WHICH MIGHT DISTURB SUCH MATERIALS. DF DRINKING FOUNTAIN M T SCALE • WHICH IS TO BE LEFT IN PLACE. AREA &EQUIPMENT 23. DO NOT SCALE THESE DRAWINGS; WRITTEN DIMENSIONS SHALL 46. ALL CONTRACTORS SHALL CARRY PROPERTY DAMAGE AND PUBLIC DIAG DIAGONAL M HAL METAL HALIDE T TREAD(S) or TILE l TAG LEADER SHEET NUMBER e. FOLLOW THE RECOMMENDED CONTROL MEASURES OF THE LIABILITY INSURANCE AS REQUIRED BY ANY GOVERNING AGENCIES DIAM DIAMETER MAINT MAINTENANCE T&B TOP & BOTTOM GOVERN. SHOULD ANY DIMENSIONAL DISCREPANCIES BE HAVING JURISDICTION AND COMPLYING WITH STATUTORY SHEET METAL AND AIR CONDITIONING NATIONAL DISP DISPENSER MAS MASONRY T&G TONGUE &GROOVE i ENCOUNTERED, CLARIFICATIONS SHALL BE OBTAINED FROM THE REQUIREMENTS FOR DISABILITY AND WORKMEN S COMPENSATION. ROOM NAME &NUMBER TAG PARTITION TAG WALL TYPE LEGEND CONTRACTORS ASSOCIATION (SMACNA) IAQ GUIDELINES FOR � DN DOWN MATL MATERIAL T'STAT THERMOSTAT i OCCUPIED BUILDINGS UNDER CONSTRUCTION, 2ND EDITION OFFICE OF THE ARCHITECT. DR DOOR(5) MAX MAXIMUM TB TILE BASE 2007, ANSI/SMACNA 008-2008 (CHAPTER 3). PROTECT STORED 24. LARGE SCALE DETAILS SHALL GOVERN OVER SMALLER SCALE PLANS 47. MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION AND LIFE DTL DETAIL MECH MECHANICAL TDB TO BE DETERMINED n SAFETY ALTERATIONS AND CONSTREUCION ARE BY OTHERS UNDER ROOM ROOM m } NOT IN CONTRACT NIC ON AND INSTALLED ABSORPTIVE MATERIALS FROM AND ELEVATIONS. DWG DRAWING MED MEDIUM TEL TELEPHONE •-+ - •�.. ( ) i SEPARATE PERMITS BY DESIGN BUILD CONTRACTORS - DEFFERED 101 102 MOISTURE DAMAGE. 25. INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURERS' DWR DRAWER MEZZ MEZZANINE TEMP TEMPORARY or Q SUBMITTALS. MFR MANUFACTURER TEMPERATURE - EXISTING CONSTRUCTION TO REMAIN f. IF PERMANENTLY INSTALLED AIR HANDLERS ARE USED RECOMMENDATIONS. ANY DIFFICULTIES ARE TO BE REPORTED TO E TERR TERRAZZO i MIN MINUMUM FURNITURE TAG DURING CONSTRUCTION, FILTRATION MEDIA WITH A THE ARCHITECT IMMEDIATELY. r EXISTING CORRIDOR TO REMAIN i E EAST MISC MISCELLANEOUS TG TEMPERED GLAZING MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8 MUST EA EACH MO MASONRY OPENING THK THICK 1 BE USED AT EACH RETURN AIR GRILLE. 26. THE CONTRACTOR AND EACH SUB -CONTRACTOR SHALL WARRANTY 1i EXISTING DEMISING TO REMAIN ALL WORK PERFORMED BY THEM DIRECTLY FOR A MINIMUM PERIOD EF EXHAUST FAN MTG MOUNTING THRES THRESHOLD 6. CUTTING, CHASING, DRILLING OR DEMOLITION OF WALLS, SLABS, OF ONE (1) YEAR, OR A5 SPECIFIED IN THE CONSTRUCTION El EXPANSION JOIN MTL METAL THRU THROUGH i ETC. REQUIRING THE USE OF JACKHAMMERS OR OTHER HEAVY CONTRACT. ALL DEFECTS OCCURING IN THE GUARANTEED PERIOD ELEC ELECTRIC(CAL) TOC TOP OF CONCRETE/CURB NEW FULL HEIGHT PARTITION EQUIPMENT TAG WINDOW TYPE TAG HAND OR POWER TOOLS SHALL BE PERFORMED AFTER REGULAR SHALL BE CORRECTED AT NO ADDITIONAL COST. ELEV ELEVATION or ELEVATOR N TOS TOP OF STEEL =EXISTING CONSTRUCTION TO BE REMOVED BUSINESS HOURS ON AN OVERTIME BASIS IF NECESSARY, UNLESS 27. THE CLIENT, ARCHITECT, CONSULTANTS AND ALL INSPECTORS FROM EMERG EMERGENCY N NORTH TOW TOP OF WALL = THE BUILDING MANAGEMENT AND ANY AFFECTED TENANTS ENCL ENCLOSURE N/A NOT APPLICABLE / NOT TRANSF TRANSFORMER XX99 PERTINENT AGENCIES SHALL BE PERMITTED ACCESS TO THE JOB 1 PROVIDE A WRITTEN WAIVER EXPRESSLY PERMITTING OTHERWISE. ENGR ENGINEER AVAILABLE TYP TYPICAL EXISTING GLAZING TO REMAIN SITE AT ALL TIMES DURING NORMAL WORKING HOURS. NE NORTHEAST 7. THE GENERAL CONTRACTOR SHALL ASSUME SOLE AND COMPLETE ENTR ENTRANCE 28. MINOR DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY FOR EQUAL NEC NATIONAL ELECTRIC CODE KEY NOTE DRAWING REVISIONS �- EXISTING GLAZING TO BE REMOVED i RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL EQ PROPER CONSTRUCTION OF ANY PART OF THE WORK, SHALL BE QUIP EQUIPMENT NEG NEGATIVE UC UNDERCUT i INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS UNLESS EW EACH WAY NIC NOT IN CONTRACT UL UNDERWRITER'S REVISION NUMBER EXISTING CASEWORK/FURNITURE TO REMAIN PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY 1 �i OTHERWISE AGREED UPON. WHERE THE CONTRACT, EWC ELECTRIC WATER COOLER NO NUMBER LABORATORY 1 � CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CONSTRUCTION NOTES OR DRAWINGS CALL FOR ANY WORK OF A NOM NOMINAL EXISTING CASEWORK/FURNITURE TO BE REMOVED HOURS. THE CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION, AS EXH EXHAUST UNO UNLESS NOTED REVISION DELTA C NECESSARY AND REQUIRED BY GOVERNING AGENCIES HAVING MORE STRINGENT NATURE THAN THAT REQUIRED BY THE BUILDING EXIST EXISTING NRC NOISE REDUCTION OTHERWISE CODE OR ANY OTHER ENTITY HAVING JURISDICTION OVER THE EXP EXPANSION COEFFICIENT UPS UNINTERRUPTABLE POWER ALIGNMENT JURISDICTION UNTIL CLIENT ACCEPTANCE OF THE PREMISES. NITS NOT TO SCALE WORK, -THE WORK OF THE MORE STRINGENT NATURE CALLED OUT EXT EXTERNAL or EXTERIOR SUPPLY FIRE EXTINGUISHER 8. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SHALL BE FURNISHED IN ALL CASES. NW NORTHWEST UR URINAL NEW CONSTRUCTION TO ALIGN OR PROVISION AND MAINTENANCE OF ALL BRACING, SHORING, F USF USABLE SQUARE FOOTAGE FLUSH WITH EXISTING CONSTRUCTION FEC ' ENCLOSURES, BARRIERS OR SCAFFOLDING REQUIRED TO PROVIDE A 29. DETAILS ARE INTENDED TO SHOW THE INTENT OF THE DESIGN. O SURFACE MOUNTED CABINET MINOR MODIFICATIONS MAY BE REQUIRED TO SUITE FIELD FC FOOT CANDLES UTIL UTILITY SAFE WORKING ENVIRONMENT AS DICTATED BY SITE CONDITIONS OC ON CENTER CONDITIONS. REQUIRED MODIFICATIONS SHALL BE INCLUDED AS FCO FLOOR CLEAN OUT AND THE PROGRESS OF WORK. FD FLOOR DRAIN OCC OCCUPANCY or OCCUPANT V i PART OF THE WORK. OFF OFFICE 9. DURING THE ENTIRE CONSTRUCTION PERIOD, ALL EXITS, EXIT FE FIRE EXTINGUISHER V VOLT or VENT OBJECT STATE FEC i LIGHTING, FIRE PROTECTION DEVICES AND ALARMS SHALL BE 30. ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER BY OH OVERHEAD RECESSED CABINET FEC FIRE EXTINGUISHER VAP RET VAPOR RETARDER CONTINUOUSLY MAINTAINED IN CONFORMANCE WITH LOCAL MECHANICS AND TRADES PERSONS SKILLED IN THEIR RESPECTIVE OPG OPENING E EXISTING TO REMAIN CABINET VAR VARIES ( ) TRADES AND IN ACCORDANCE WITH THE BEST TRADE PRACTICES. FF FINISH FLOOR OPP OPPOSITE VB VINYL BASE s BUILDING CODE AND OTHER GOVERNING ENTITY REQUIREMENTS. OZ OUNCE(S) (N) NEW ALL EXISTING, SERVICES AND DEVICES SHALL REMAIN ACTIVE, UNO. 31. THE CONTRACTOR SHALL CONFIRM THE AVAILABIL)TY AND FHC FIRE HOSE CABINET VCT VINYL COMPOSITION TILEFEC DELIVERY TIMES FOR ALL SPECIFIED MATERIALS AND EQUIPMENT FIG FIGURE VENT VENTILITATION (R) RELOCATED WALL MOUNTED W/O CABINET• 10. THE CONTRACTOR SHALL PROTECT THE PROPERTY OF THE CLIENT REQUIRED TO PERFORM THE WORK UPON RECEIPT OF THE FIN FINISH P VERT VERTICAL # lb POUND AND THE BUILDING OWNER. INCLUDING, BUT NOT LIMITED TO, CONTRACT DOCUMENTS. SHOULD THE AVAILABILITY OF SPECIFIED FIXT FIXTURE VEST VESTIBULE (X) EXISTING TO BE REMOVED WINDOWS, FLOOR AND CEILING FINISHES, PUBLIC TOILETS, FLEX FLEXIBLE % PERCENT VIF VERIFY IN FIELD PLUMBING FIXTURES ITEMS POSE A DELAY TO THE ON -TIME COMPLETION OF THE PART PARTIAL i ELEVATORS, DOORS AND FRAMES, ELECTRICAL AND AIR- PROJECT, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FLOUR FLOURESCENT VOL VOLUME FLR FLOOR VTR VENT THROUGH ROOF CONDITIONING EQUIPMENT. THE CONTRACTOR SHALL PROTECT IMMEDIATELY AND PROPOSE AN EQUIVALENT SUBSTITUTION TO BE PASS PASSAGE DOORS MOP - ADJOINING PEDESTAL/ ADJOINING PROPERTY. DAMAGE CAUSED BY THE CONTRACTOR'S REVIEWED BY THE ARCHITECT IF SUCH A DELAY IS NOT FOC FACE OF CONCRETE VWC VINYL WALL COVERING TOILET FOM FACE OF MASONRY PERF PERFORATED � UTILITY SINK WORK OR WORKMEN MUST BE MADE GOOD, IN A TIMELY FASHION. ACCEPTABLE. FO5 FACE OF STUD PERP PERPENDICULAR PATCHING AND REPLACEMENT OF DAMAGED WORK SHALL BE 32. SUBSTITUTION OF ALL EQUALS SHALL BE ONLY AS APPROVED BY PL PLATE or PROPERTY LINE W EXISTING DOOR TO REMAIN URINAL PERFORMED AT THE COST OF THE CONTRACTOR. THE CONTRACTOR FP FIRE PROTECTIONS W WEST or WATT THE ARCHITECT. WHERE THE TERM "OR EQUAL" IS USED THE FPL FABRIC PANEL PLAM PLASTIC LAMINATE W SINK - SHOWER 1 SHALL BE FULLY RESPONSIBLE FOR ALL SUB -CONTRACTORS. IF THE / WITH ARCHITECT SHALL BE THE SOLE JUDGE OF EQUALITY BASED UPON FRTWD FIRE RETARDENT TREATED PLAS PLASTIC W/o CONTRACTOR FAILS TO COMPLETE THE REPAIRS IN A TIMELY THE INFORMATION FURNISHED BY THE CONTRACTOR. PLYWD PLYWOOD / WITHOUT COUNTER WOOD i FASHION, SAID REPAIRS WILL BE MADE BY A CONTRACTOR POS POSITIVE WB WOOD BASE MOUNTED SELECTED BY THE OWNER'S REPRESENTATIVE AND BACK CHARGED SUBSTITUTIONS MUST BE ACCEPTED IN WRITING BEFORE THEY MAY FT FOOT or FEET WC WATER CLOSET (TOILET) BE USED. FURR FURRING PR PAIR ® •• BI-LEVEL ACCORDINGLY. WD WOOD (SOFTWOOD) NEW RELOCATED MODIFIED DOOR SINK - -�•-� FWC FABRIC WALLCOVERING PREFAB PREFABRICATED] jj- WATER COOLER 33. THE CONTRACTOR SHALL PREPARE SUBMITTALS FOR REVIEW BY WF WIDE FLANGE STEEL 4� WALL i 11. THE CONTRACTOR SHALL INDEMNIFY AND SAVE HARMLESS THE PROD PROJECT or PROJECTED THE ARCHITECT, FOR ALL MATERIALS AND EQUIPMENT WH WATER HEATER MOUNTED LANDLORD THE TENANT AND ARCHITECT AGAINST ANY AND ALL G PROP PROPERTY or PROPOSAL SPECIFIED. IF THE CONTRACTOR, THE OWNER, OR THE OWNERS WP WATERPROOF CLAIMS AND DEMANDS FOR THE DAMAGE TO THE PROPERTY OF GALV GALVANIZED PSF POUNDS PER SQUARE FOOT REPRESENTATIVE SUBSTITUTES A MATERIAL, METHOD OF WPT WORKING POINT TOILET ANY PERSON, FIRM OR INDIVIDUAL, OR FOR PERSONAL INJURIES GC GENERAL CONTRACTOR PSI POUNDS PER SQUARE INCH \ (INCLUDING DEATH) ARISING OUT OF, OR SUFFERED WHILE ATTACHMENT, REVISES A CONSTRUCTION DETAIL, OR IN ANY WAY GEN GENERAL or GENERATOR PT PAINT WT WEIGHT II I EXISTING TO BE REMOVED PARTITION ENGAGED IN, OR CAUSED, IN WHOLE OR IN PART, BY THE ALTERS THE WORK SUCH THAT IT NO LONGER CONFORMS TO THESE GFI GROUND FAULT PTN PARTITION WWF WELDED WIRE FABRIC DOCUMENTS, WITHOUT THE WRITTEN ACCEPTANCE OF THE REVIEWED FOR EXECUTION OF THE WORK; THE CONTRACTOR SHALL WELL AND ARCHITECT, SUCH ACTION WILL RELIEVE THE ARCHITECT OF ANY INTERRUPTER CODE COMPLIANCE TRULY DEFEND THE LANDLORD, TENANT AND ARCHITECT AND RESPONSIBILITY OR LIABILITY INCLUDING, BUT NOT LIMITED TO, APPROVED SHALL PAY ALL MONIES AWARDED FOR SUCH DAMAGES OR AESTHETIC CONSEQUENCES, SUBSEQUENT FAILURES) AND INJURIES (INCLUDING DEATH), ALL COSTS INCLUDING ATTORNEY'S PERSONAL OR PROPERTY DAMAGE ATTRIBUTABLE TO THIS CHANGE. FEES SUSTAINED, AND SHALL OBTAIN A FULL ACQUAINTANCE AND MAY 10 2019 RELEASE IN FAVOR OF THE LANDLORD, TENANT AND ARCHITECT, 34. REVIEW OF A SPECIFIC ITEM SHALL NOT INCLUDE REVIEW OF AN 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 City of Tukwila EMPLOYEES. INCOMPLETE OR INADEQUATE MAY BE RETURNED WITHOUT BUILDING DIVISION ACTION. COSTS INCURRED FOR THE RESULTANT DELAYS WILL BE 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 RECEIVED 'OF CONSTRUCTION CHOSEN BY THE CONTRACTOR OR ANY SUB- OBLIGATIONS OR RESPONSIBILITIES FOR DEVIATIONS FROM THE CITE o�" F CONTRACTORS, NOR SHALL THE ARCHITECT GUARANTEE THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS, UNLESS THE T�•jKW�LA PERFORMANCE OF THEIR CONTRACTS. ARCHITECT IS NOTIFIED AND SPECIFICALLY APPROVES OF, THE APR I y 2C'19 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 OCCUPANCY, THE CONTRACTOR SHALL 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 IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. Nelco Architecture, Inc. 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 408-8500 consultants Description: No: By: Date: PERMIT REVIEW SET BMT 04/10/2019 PERMIT SET BMT 04/15/2019 revisions �F � Cry5 x 6840 FORT DENT WAY TUKWILA, WA 98168 client MAINSPRING WEALTH 1ST FLOOR, SUITE 160 6840 FORT DENT WAY TUKWILA, WA 981'68 project name & address GENERAL NOTES, ABBREVIATIONS & SYMBOLS sheet title 10194 RE TERED AR HITECT AM EG L STATE OF WASI IN TON e�!/cr/tK seal Proj. No: 19.00341.00 Designer: BMT Drawn By: BMT Reviewed By: LD Project Manager: LD Approved By: AS ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, LLC 2019 ALL RIGHTS RESERVED r i Y ' x DEMOLITION O ION &CONSTRUCTION RCP GENERAL NOTES CONSTRUCTION GENERAL NOTES DEMOLITION GENERAL NOTES O SNELSOK k PLAN LEGEND 1`. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF 1. CONFLICTS BETWEEN SITE CONDITIONS AND DRAWINGS SHALL BE 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL '"' .`; .'r•_' • nti.� ,...,.. ,'''..' „ HT CEILING HEIG LIGHT FIXTURES, SWITCH LOCATIONS, AND BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. REMOVAL OF EXISTING CONSTRUCTION AND THE STORAGE -' ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS FOR AND REMOVAL OF SAID CONSTRUCTION, AND SHALL EXISTING CONSTRUCTION TO REMAIN CIRCUITING, WIRING LAYOUT, AND ADDITIONAL INFORMATION. 2. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, MAINTAIN THE AREA OF CONSTRUCTION IN A CLEAN AND ALL MEP -FP DEVICE LOCATIONS NOT SHOWN ON DRAWINGS, SQUARE AND TRUE AND IN PROPER ALIGNMENT, U.N.O. ORDERLY CONDITION WITH DAILY REMOVAL OF DEBRIS. FIRE OR IN CONFLICT WITH MEP/FP DRAWINGS, ARE TO BE COORDINATE REMOVALS OF OTHER TRADES; REFER TO HOSE " ' " - - - - - - - - - - EXISTING PARTITION TO BE REMOVED COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. IN 3. ALL DIMENSIONS ARE TO FINISH CONSTRUCTION, U.N.O. "ALIGN" ENGINEERING DRAWINGS FOR ADDITIONAL SCOPE, f OPEN THE EVENT OF DISCREPANCIES BETWEEN THE ARCHITECT'S MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME 3 IT li WORK AREA REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, PLANE. DIMENSIONS NOTED "CLEAR" ARE MINIMUM DIMENSIONS 2. COORDINATE SCOPE OF DEMOLITION/REMOVAL WITH THE RECEPTION 110 �� 109 IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING BEFORE WHICH MUST BE MAINTAINED WITHOUT EXCEPTION. DIMENSIONS SCOPE OF NEW WORK. NEW B/S PARTITION ORDERING MATERIALS OR PROCEEDING WITH THE WORK. MARKED f MEAN A VARIANCE NOT GREATER THAN 1 INCH VERIFY 11 PARTITION TYPE TO BE 1C U.N.O. DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. ALL 3. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING AND i 0 2. WITHIN A ROOM OR AREA, THE CONTRACTOR SHALL ESTABLISH DIMENSIONS TO THE EXTERIOR WINDOW WALL ARE TO THE FINISH REPAIRING REQUIRED TO PERFORM THE WORK INDICATED UP ;} 110 A SINGLE FLOOR ELEVATION THAT IS TO BE USED AS THE FACE OF WALL BELOW SILL,.U.N.O. ON THE DRAWINGS. ALL CUTTING AND REMOVALS SHALL BE 11 ORIGIN FOR ALL CEILING HEIGHTS ABOVE FINISHED FLOOR. DONE NEATLY. .. ... 8 F EXISTING DOOR TO BE REMOVED. 4. ALL EXISTING FLOORS, PARTITIONS, DEMISING WALLS, AND 5'-4" ti 001 SALVAGE FOR RELOCATION OR RETURN 3, VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL MEP/FP CORRIDOR WALLS TO REMAIN ARE TO BE PATCHED AND REPAIRED 4. ALL ITEMS TO BE REMOVED AND SCHEDULED FOR 113 \ TO BUILDING INVENTORY AND STRUCTURAL ELEMENTS. CONTRACTOR TO COORDINATE TO MATCH ADJACENT SURFACES. REINSTALLATION OR TO BE RETURNED TO THE BUILDING CONFERENCE CONFERENCE COPY THE WORK OF ALL TRADES NECESSARY TO MAINTAIN THE SHALL BE PROTECTED, CLEAN AND FREE OF DEFECTS. FOR \. 002 113 1D 0 112 111 0 FINISHED CEILING HEIGHTS INDICATED. INSTALL DUCTWORK 5. PATCH AT ALL NEW AND EXISTING PENETRATIONS AT FLOOR AND ITEMS SCHEDULED FOR REMOVAL AND REINSTALLATION, BREAK ROOM 0 TIGHT TO UNDERSIDE OF BEAMS. WITH A SMALL SPACE TO CEILING SLABS, WALLS AND SHAFTS, SEAL ABANDONDED CONTRACTOR SHALL VERIFY AND DOCUMENT, IN WRITING, 101 OFFICE 108 EXISTING DOOR TO REMAIN AVOID VIBRATION. INSTALLATION AND/OR ALTERATION OF PENETRATIONS AT FLOORS; WALLS AND SHAFTS TO MAINTAIN THE CONDITION AND FUNCTIONALITY OF THE ITEM(5) EQ. EQ. (R) = RELOCATED DOOR DUCTWORK, PIPING OR OTHER EQUIPMENT THAT WILL FIRE/SMOKE AND ACOUSTICAL RATINGS. PATCH FIREPROOFING AT PRIOR TO -REMOVAL. ANY DAMAGE TO ITEMS) NOT Z A9-1 REQUIRE FASCIAS, SOFFITS AND OTHER TRANSITIONS IN ALL NEW AND EXISTING LOCATIONS WITH EXPOSED STRUCTURAL DOCUMENTED SHALL BE REPAIRED BY THE CONTRACTOR AT � \ CEILING HEIGHT SHALL BE REVIEWED WITH THE ARCHITECT STEEL. NO ADDITIONAL COST TO THE OWNER. PRIOR TO PROCEEDING. CONTRACTOR TO PROVIDE COMPLETE 101J�/i� NEW UPPER &LOWER CASEWORK COORDINATION DRAWINGS FOR THE ARCHITECT AND 6. ALL GLASS SHALL BE CLEAR TEMPERED U.N.O. GLAZING TONG MARKS 5. ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN SHALL ENGINEER'S REVIEW. SHALL NOT BE VISIBLE. CLEAN & POLISH ALL GLASS PRIOR TO BE FULLY PROTECTED FROM DAMAGE. THE CONTRACTOR IL 5'-0" CLR. R1 HALLWAY v 5'-0" CLR. PROJECT DELIVERY. SHALL ASSUME FULL RESPONSIBILITY FOR DAMAGE AND zC) n 114 4. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED SHALL MAKE REPAIRS REQUIRED AT NO ADDITIONAL COST + + 'o TOGETHER WITHIN ONE COVER PLATE U.N.O. 7. WHERE PARTITIONS ARE ATTACHED TO CURTAIN WALL, CENTER TO THE.OWNER. w "< (R) �t DEMOLITION & CONSTRUCTION PARTITIONS ON WINDOW MULLIONS, PERPENDICULAR TO z� . o '� II 5 ALL FIXTURES AND DEVICES TO BE UNDERWRITERS PERIMETER WALL, U.N.O. CONSTRUCTION TO MATCH BUILDING 6. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON THE OPEN a PLAN KEYNOTES o0 LABORATORIES INC. (UL) LABELED. STANDARD, SITE. DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AS WORK AREA OFFICE 11 it OFFICE OFFICE OFFICE OFFICE 001 PATCH AREAS OF DEMOLITION AND PREP FOR NEW PAINT. 6 LIGHT FIXTURES, REGISTERS, SPEAKERS, RECESSED FIXTURES 8. PARTITION DEPTH AT FIRE EXTINGUISHER CABINET LOCATIONS THE JOB PROCEEDS. THE SITE SHALL BE LEFT BROOM CLEAN AT THE COMPLETION REMOVALS. 1021 103 II 104 105 1 106 1 107 AND SIMILAR CEILING ELEMENTS, AND LIFE -SAFETY DEVICES SHALL ACCOMMODATE FULL CONCEALMENT OF RECESSED CABINETS CO ' 002 PROVIDE NEW COLD WATER LINE. SHALL BE LOCATED IN THE CENTER OF CEILING TILE IN BOTH OR PARTIAL CONCEALMENT OF SEMI -RECESSED CABINETS AS 7. ERECT AND MAINTAIN DUSTPROOF BARRIERS TO PREVENT n i� LR DIRECTIONS AND SHALL ALIGN WITH ADJACENT FIXTURES, SPECIFIED BY THE MANUFACTURER. THE SPREAD OF DUST, FUMES, SMOKE, ETC. TO OTHER R Rip DEVICES OR HEADS IN A RUN OR ROW, U.N.O. PARTS OF THE FLOOR OR BUILDING. UPON COMPLETION OF 0 9. EXTEND GYPSUM WALLBOARD AND FRAMING AT EXISTING WORK, REMOVE BARRIERS AND REPAIR DAMAGED SURFACES PTN/MUL. PTN/MUL. PTN/MUL. 7. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM, PARTITIONS AND COLUMNS,.TO 6" (MINIMUM) ABOVE SUSPENDED TO MATCH -ADJACENT. PROTECT HVAC SYSTEM FROM DUST & oLAMPS, AND SEISMIC BRACING. CEILING WHEN NEW CEILING HEIGHTS ARE ABOVE THE EXISTING DEBRIS, CONTRACTOR TO PROVIDE FILTER MEDIA TO COVER 1 DEMOLITION & CONSTRUCTION PLAN CEILING HEIGHT. THE MAIN RETURN AIR GRILLES. PROVIDE NEW AIR FILTERS 8. INSTALL LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR AT MECHANICAL UNITS AT THE COMPLETION OF Al-1 SCALE: 1/8" = V-0" 0 4' 8' 16' COVER OVER LOUVER, LENS, BAFFLE, AND EXPOSED SURFACES, 10. ALL PARTITIONS ABUTTING COLUMNS ARE TO ALIGN WITH THE FACE CONSTRUCTION. o TO AVOID FIXTURE SOILING OR DAMAGE DURING OF THE COLUMN, U.N.O. o SCALE: 1/8" = 1'-0" CONSTRUCTION. FIXTURES SHALL BE MAINTAINED CLEAN AND 8. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL AS NEW. 11. WHERE NEW PARTITIONS ABUT EXISTING SURFACES, REMOVE CODES AND REGULATIONS PERTAINING TO SAFETY OF EXISTING CORNER BEAD AND PROVIDE SMOOTH FINISH AT PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION. 9. PROVIDE BLOCKING ABOVE CEILING REQUIRED FOR ALL CEILING INTERSECTION. ANNOYANCES AND DISTURBANCES TO OTHER OCCUPANTS m MOUNTED EQUIPMENT. PROVIDE ADDITIONAL SUPPORT FOR PERSONNEL AND EMPLOYEES SHALL BE KEPT TO THE LIGHT FIXTURES AS RECOMMENDED BY FIXTURE 12. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED MINIMUM NECESSARY FOR THE PERFORMANCE OF THE tn MANUFACTURER. SMOOTH WITH NO VISIBLE JOINTS. PROVIDE LEVEL 4 FINISH, U.N.O. WORK. REFER TO MATERIAL SCHEDULE & FINISH PLAN FOR MATERIALS & 10. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHT LOCATIONS THAT REQUIRE A LEVEL 5 FINISH, U.N.O. 9. CONTRACTOR TO COORDINATE SHUTDOWN OF BUILDING °- FIXTURE LOCATIONS. SYSTEMS WITH THE BUILDING MANAGEMENT PRIOR TO 13. ALL EXPOSED GYPSUM BOARD EDGES TO HAVE VINYL OR METAL IMPLEMENTATION. o „ RCP LEGEND 11. CONTRACTOR SHALL REPAIR AND/OR REPLACE CEILINGS WHICH EDGE TRIM. :>'• ;.., .y ..,, .,, y ARE REMOVED T O FACILITATE PLENUM SYSTEMS 10. ABANDONED PLUMBING IN AREA OF WORK REMOVE ALL AC-I•AND INSTALLATION. 14. REFER TO THE PARTITION TYPES FOR PARTITION THICKNESS. LINES BACK TO THE RISERS, CAP. 10'-0" CEILING TYPE &HEIGHT 12. PROVIDE CEILING ACCESS REQUIRED FOR EQUIPMENT AND 15. WHERE PARTITIONS EXTEND ONLY TO UNDERSIDE OF SUSPENDED 11. IN AREA OF WORK REMOVE ALL ABANDONED WIRING BACK oz U SYSTEM MAINTENANCE. MATCH ADJACENT CEILING FINISH CEILING, SECURE THE TOP TRACK TO THE EXPOSED CEILING GRID. TO ELECTRICAL PANELS. COORDINATE REUSE OF FREED p `f 110 U.N.O. SYSTEMS AND EQUIPMENT REQUIRING ACCESS SHALL PROVIDE A COMPRESSIBLE GASKET BETWEEN THE TOP TRACK AND CIRCUITS. PROVIDE TEMPORARY LIGHT AND POWER DURING w FIRE EXISTING 2'X4' ACT GRID &TILE BE LOCATED AT ACCESSIBLE CEILINGS - ACCESS PANELS NOT THE CEILING GRID. PROVIDE TAPABLE METAL J-BEAD AT TOP OF CONSTRUCTION. CONTRACTOR SHALL PROVIDE ELECTRICAL „`.: HOSE PROVIDE NEW TILES AS NEEDED SHOWN ON DRAWINGS SHALL NOT BE INSTALLED IN GYPSUM GYPSUM WALLBOARD, WITH NO JOINTS VARYING MORE THAN 1/8" MAKE -SAFE DURING REMOVALS AND CONSTRUCTION. 100 �, BOARD CEILINGS WITHOUT PRIOR APPROVAL. OVER 6-0" AND NO JOINTS GREATER THAN 3/16", U.N.O. CAULK J y PERIMETER AT TOP OF GWB. 12. REMOVE DOORS, FRAMES, AND HARDWARE AS NOTED AND ya ® EMERGENCY EXIT SIGN 13. COORDINATE SCHEDULING OF WORK WITH DATA/TELEPHONE SAVE FOR REINSTALLATION U.N.O. C i to 4 ❑N ® (ARROW SHOWS DIRECTION) INSTALLER. INSTALL CEILING TILES AFTER FINISH PAINTING 16. PROVIDE GROUNDS AND BLOCKING IN METAL STUD WALL FRAMING •. -. I- 109 TO MINIMIZE VOC ABSORPTION INTO THE CEILING TILES. FOR SUPPORT OF CASEWORK, SHELF -STANDARDS, A/V DEVICES, 13. EXISTING CEILING GRID TO REMAIN, U.N.O. MODIFY TO - - -1 ' L INSTALL CEILING TILES AFTER DATA/TELEPHONE CABLES HAVE FURNITURE, ETC. ALL CONCEALED LUMBER AND BLOCKING TO BE ACCOMMODATE NEW PARTITIONS. i ACT f EXISTING B/S 2'X2' & 2'X4' RECESSED BEEN INSTALLED. FIRE TREATED. COORDINATE BLOCKING REQUIREMENTS WITH " ;. 8'-9" " ..'. , ` ... LIGHT FIXTURE TO REMAIN FURNITURE & AV INSTALLERS. WHERE BLOCKING OR ADDITIONAL 14. SALVAGE FIRE ALARM DEVICES, EXIT SIGNS, LIGHTING AND 14. PATCH ALL HOLES IN EXISTING PLASTER FIREPROOFING AT STUDS ARE REQUIRED AT EXISTING PARTITIONS, THEY ARE TO BE HVAC DEVICES THAT ARE SCHEDULED FOR REMOVAL FOR 201 BEAMS AND COLUMNS TO RESTORE THE REQUIRED FIRE PATCHED AND REPAIRED. SEE CONSTRUCTION PLANS FOR REUSE U.N.O. o - - - - -I EXISTING B/S 2'X4' RECESSED RATINGS OF BEAMS AND COLUMNS (3 HR) TYPICAL WALL -MOUNTED MARKERBOARD, MONITORS &PROJECTION _ _J L - J L - _J J� _ _J L_ - _1 LIGHT FIXTURE TO BE REMOVED OR RELOCATED THROUGHOUT. SCREENS; PROVIDE BLOCKING PER MANUFACTURERS' 15. ALL RELOCATED FIXTURES TO BE IN FULL OPERATING v REQUIREMENTS. ORDER. 101 NEW (N) AND/OR RELOCATED (R) B/S 2'X4' 15. ALL LIGHT FIXTURES FURNISHED BY OWNER SHALL BE U.L. 113 112 111 RECESSED LIGHT FIXTURE APPROVED AND WHERE APPLICABLE, APPROVED BY LOCAL 17. ALL HINGED DOORS TO BE 4" FROM NEAREST PERPENDICULAR 16. REMOVE ALL CABINETRY, SIGNAGE, CORNER GUARDS, - -I NOS - -1 r - -1 - _1 f - 108 AUTHORITIES FOR SPECIFIED USE. PARTITION, U.N.O. DIMENSIONS LOCATING DOORS ARE TO THE SHELVING, EQUIPMENT, EXPOSED BLOCKING, WALL 3 - J - J L - _l - _J R R I_ - J EMERGENCY LIGHTING SHOWN FOR INSIDE EDGE OF JAMB. ALL DOORS SHALL HAVE V-6" CLEAR ON THE MOUNTED ACCESSORIES (CHALKBOARDS, WALL MOUNTED R R CONCEPTUAL LAYOUT ONLY 16. CEILING GRID AND TILE SHALL MATCH EXISTING. , STRIKE/PULL SIDE OF DOOR AND 1-0 CLEAR ON THE STRIKE/PUSH COAT HOOKS, SIGNAGE, PICTURES, ETC.) U.N.O. o SIDE (IF THEY HAVE BOTH A LATCH AND A CLOSER) VERIFY AND 4 N OS 17. SWITCHES AND PLATES SHALL MATCH BUILDING STANDARD. ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT 17. PROTECT EXISTING WINDOW TREATMENTS. CONTRACTOR 41 a�i X WALL -MOUNTED LIGHT SWITCH COLOR TO MATCH BUILDING STANDARD. PARTITIONS. TO REPLACE ANY BLINDS/DRAPES DAMAGED DURING L- J N= NEW DEMOLITION/CONSTRUCTION. R 114 R _ OS = OCCUPANCY SENSOR 18. ALL LIGHT FIXTURES SHALL MATCH BUILDING STANDARD. 18. THE CONTRACTOR SHALL ESTABLISH A SINGLE FLOOR ELEVATION ® = EXHAUST FAN THAT IS TO BE USED TO SET THE TOP OF ALL DOORS SUCH THAT 18. NO STRUCTURAL ELEMENTS SHALL BE REMOVED. =, - - 19. REPAIR AND/OR REPLACE COMPONENTS NECESSARY TO INSURE THE TOP OF ALL DOORS OF THE SAME HEIGHT WILL ALIGN r _1 N OS- NOS OS ALL EXISTING AND OR RELOCATED LIGHT FIXTURES ARE REGARDLESS OF VARIATIONS IN THE FLOOR SLAB OR FINISHED 19. X-RAY P.T. SLABS BEFORE CORE DRILLING OR CUTTING. - - _I �- - -� FUNCTIONING, INCLUDING BUT NOT LIMITED TO LAMPS, FLOOR THICKNESS. 107 BALLASTS, AND LENSES. 20. IN AREA OF WORK REMOVE ALL ABANDONED TELEPHONE 102 103 106 19. PROVIDE DOUBLE STUDS AT DOOR HEADER AND JAMBS. INSTALL AND DATA CABLING. - -I J LIGHTING CALCULATION 20. RELAMP ALL EXISTING AND RELOCATED FIXTURES TO REMAIN. ADDITIONAL STUDS IN EXISTING PARTITIONS AT NEW DOOR R L - J R L_R OPENINGS IN ORDER TO PROVIDE DOUBLE STUDS. 104 21. ALL LAMP COLOR TEMPERATURES TO BE CONSISTENT WITHIN 5aJ105 WATTAGE PROPOSED: SIMILAR FIXTURE TYPES 20 PROVIDE DIAGONAL STUD BRACING TO SLAB ABOVE @ 48" 0 C AT d- M O 0 REFLECTED CEILING PLAN SCALE: 1/8" = V-0" 0 4' 8' 16' DROP ARCHES/BULKHEADS. 21. GYPSUM WALLBOARD AT BOTH SIDES OF ALL PARTITIONS WITH PLUMBING ROUGH -IN (E.G.BATHROOMS, PANTRY, JANITOR'S CLOSET, WET COLUMNS) SHALL BE WATER-RESISTANT. SCALE: 1/8" = V-0" TOTAL: 1,0E8 c WATTS PROPOSED M �JVE REVIED FOR CODE COMPLIANCE a APPROVED aD WATTAGE ALLOWED: a 2,529 TOTAL SF x .66 WATTS PER SF = 1,669.14 ALLOWABLE WATTS. MAY 10 2019 a) SUMMARY: TOTAL PROPOSED WATTAGE IS LESS THAN THE ALLOWABLE WATTAGE t PER 2015 WSEC INTERIOR LIGHTING POWER C405.4.2 City of Tukwila (TABLE C405.4.2(1) BUILDING AREA METHOD). BUILDING DIVISION a PROJECT COMPLIES. iv E I;= RCP KEYNOTES 201 REBALANCE HVAC AS NEEDED TO ACCOMMODATE NEW RECEIVED N LAYOUT. CITY OF TUKWILA in APR 19 2019 CD PERMIT CENTER N dam.. 4, c0 4] 0 a SYMBOL USED WATTS/FIXTURE # OF FIXTURES TOTAL WATTS 32 32 1,024 ❑ 32 2 64 Nelco Architecture, Inc. 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 408-8500 consultants Description: No: By: Date: PERMIT REVIEW SET BMT 04/10/2019 PERMIT SET BMT 04/15/2019 revisions client MAINSPRING WEALTH 1ST FLOOR, SUITE 160 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address DEMOLITION, CONSTRUCTION & REFLECTED CEILING PLAN sheet title seal Proj. No: 19.00341.00 Designer: BMT Drawn By: BMT Reviewed By: LD Project Manager: LD Approved By: AS Al-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 DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, LLC 2019 ALL RIGHTS RESERVED DOOR AND FRAME SCHEDULE NUMBER ROOM NAME DOOR FIRE LABEL HDW. GROUP NOTES SIZE TYPE MAT. WIDTH HT THICK 101 BREAK ROOM T-0" B/S 1-3/4" F WD — 1 103 OFFICE T-0" B/S 1-3/4" FG GLS — 3 110 IT 3'-0" B/S 1-3/4" F WD — 7 112 CONFERENCE T-0" B/S 1-3/4" FG GLS -- 5 113 CONFERENCE T-0" B/S 1-3/4" FG GLS -- 5 F EXISTING GALV. STEEL DEEP LEG NON-STRUCTURAL METAL FRAMING NOTES GALV. STEEL DEEP LEG STRUCTURE DEFLECTION TRACK. ANCHOR AND LIMITING HEIGHTS DEFLECTION TRACK. ANCHOR TO STRUCTURE WITH HILTi X U (OR XU15) UNIVERSAL KNURLED Nelco Architecture, Inc. TO STRUCTURE WITH X-U (OR XUUNIVERSSALAL / / SHANK POWDER DRIVEN PARTITION TYPES INDICATED IN THE CONSTRUCTION DOCUMENTS SHALL COMPLY WITH THE KNURLED SHANK ANK POWDER FASTENER WITH MIN. 1" - FOLLOWING CRITERIA FOR NON-STRUCTURAL INTERIOR METAL FRAMING PARTITION SYSTEMS: DRIVEN FASTER WITH MIN. 1" EMBEDMENT @ 16" O.C. GALV. EMBEDMENT @ 16" O.C. / i (FOLLOW MANUFACTURER'S STRUCTURE ABOVE A. ALL NON-STRUCTURAL STUDS SHALL COMPLY WITH THE MINIMUM GAUGE AND MILS (FOLLOW MANUFACTURER'S INSTRUCTIONS). THICKNESS LISTED IN THE CHARTS PROVIDED BELOW: INSTRUCTIONS). • CONTRACTOR SHALL FIELD VERIFY FRAMING HEIGHTS OF EXISTING 1200 Fifth Ave. STRUCTURES PRIOR TO ORDERING MATERIALS. Suite 1300 • SUBSTITUTIONS• CONTRACTOR SHALL SUBMIT SUBSTITUTION i HOLD GYP. FASTENERS BACK s oR Seattle, WA 98101 SCHEDULED CEILING TILE & GRID (2) #10 SCREWS 2-1/2" FROM EDGE. ARCHITECT'S APPROVAL PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH Phone: (206) 408-8500 CONSTRUCTION OF PARTITIONS. EXISTING STRUCTURE 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: LATERAL BRACING TENANT WALLS (No CASEWORK) O ( I B • FLOOR SLAB TO ROOF DECK OF SINGLE STORY BUILDINGS: TYPICAL FRAMING EQ. 3'-6" 3'-6" 3'-6" EQ. HEIGHT FOR OFFICE/WAREHOUSE/DISTRIBUTION. FACILITIES: 24' TO 40'. PER SCHEDULE 6„PER SCHEDULE611 PER SCHEDULE TEMPERED \ / J / / J / / SAFETY GLASS ❑ ❑ / ❑ ❑ Vi : Vi EEn EEn A / \ oIV Ni / \ LU u.. O TEMPERED o SAFETY GLASS 0 w Z 8' MAX 8' MAX 8' MAX 8' MAX 8' MAX 8' MAX 2' MAX MULTI -STORY: STRUCTURAL FLOOR SLAB TO UNDERSIDE OF STRUCTURAL SLAB OF THE FLOOR OR ROOF DECK ABOVE. SLOTTED DEEP LEG DEFLECTION TRACK LIMITING HEIGHTS PROVIDED IN THESE CONSTRUCTION DOCUMENTS ARE REFERENCED LATERAL BRACING PER DETAIL METAL STUD FROM THE SSMA PRODUCT TECHNICAL GUIDE'S "INTERIOR WALL HEIGHT TABLES" FOR NOTES: ABOVE (TYP.) ASSEMBLIES INCLUDED IN THE PROJECT SCOPE. INCREASE METAL STUD GAUGE 1. LATERAL BRACING IS TO BE INSTALLED ON TENANT PARTITIONS AT.8 FT. O.C. EXCEPT AT AND/OR DECREASE METAL STUD O.C. SPACING SO AS NOT TO EXCEED L/240 DESIGN INTERSECTIONS WITH WALLS AT LEAST 4 FT. LONG. (PER TYP. PART. PLAN) CRITERIA (PER 2015 IBC TABLE 1604.3) WITH 5 PSF LATERAL LOAD (PER 2015 IBC 2. TEMPORARY ATTACHMENT OF PARTITION TOP TRACK TO THE GRID IS PERMITTED TO ALIGN AND SET THE WALL UNTIL PERMANENT BRACING IS PROVIDED. SECTION 1607.14). REFER TO SSMA PRODUCT TECHNICAL GUIDE'S "TABLE NOTES" FOR REMOVAL OF THE TEMPORARY HOLDING SCREWS IS UP TO THE DISCRETION OF THE SPECIFIC LOCAL BUILDING OFFICIAL. CONTRACTOR TO VERIFY. COMPLETE PROPERTY CRITERIA ASSOCIATED WITH LIMITING HEIGHTS. 3. PROVIDE BRACING AT ANY PERMANENTLY PARTITION THAT IS NOT. ATTACHED TO CEILING GRID. • 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 PARTITION HEAD BRACING DETAILS BRACING AT 48" O.C. REFER TO THE " NON -COMPOSITE NON-STRUCTURAL METAL FRAMING (ST11D) LIMTTTNf; HFTr;HT rHART " DOOR TYPE F DOOR TYPE FG DOOR TYPE + RELITE FRAME TYPE FR-1 R1 A9-1 SCALE: NOT TO SCALE - FLUSH FULL GLASS WITH WIDE STYLE FRAME TYPE FR-1 FULL HEIGHT C. PROVIDE LATERAL BRACING OF METAL STUDS TO STRUCTURE AS REQUIRED BY THESE 3 EXISTING STRUCTURAL DECK CONSTRUCTION DOCUMENTS, APPLICABLE BUILDING CODES AND THE A.H.J. „ 3 SOUND ENCAPSULATED ATTENUATION D. CONTRACTOR SHALL PROVIDE DEFLECTION TRACK FOR TOP RUNNERS OF METAL STUD BLANKET, REQ'D 24" BEYOND BOTH PARTITIONS THAT EXTEND TO UNDERSIDE OF STRUCTURAL DECK WHERE DEFLECTIONS 3 DOOR, RELITE & FRAME ELEVATIONS E� 24 E� 24 SIDES OF PARTITION @ ACOUSTICAL OF THE STRUCTURAL ROOFING SYSTEM EXCEED 1/2" WHERE PARTITIONS ARE LOCATED. i 4 PARTITION E. STEEL STUD CODING EXAMPLE (UNIVERSAL CODING AS LISTED IN SSMA PRODUCT A9-1 SCALE: 1/4"=V-0" 5 SUSPENDED CLG. TEE TECHNICAL GUIDE) EXAMPLE, "600S162-54": 600 = 6" MEMBER DEPTH, S = CS] (STEEL i �- 1/4" NEOPRENE COMPRESSIBLE GASKET STUD), 162 = 1-5/8" FLANGE WIDTH (1/100 INCH), 54 = CORRESPONDS TO MIL i (CONTINUOUS) BETWEEN STUD TRACK THICKNESS INCHES TO CODE SIZE REFERENCE (SEE STUD -SIZE COLUMN BELOW): 72'-0' AND CLG (ADHERE TO TRACK) 2 1/2" = (250); 3 5/8" = (362); 6" = (600); 8" = (800) DOORANDFRAME ANGLED GENERAL NOTES HARDWARE GROUPS ,nrnE i 3' 0" 2'-0" ANGLED - REFER TO REFLECTED CEILING PLAN COMPOSITE NON-STRUCTURAL METAL FRAMING LIMITING HEIGHT CHART , ,,,, E° Z J w w E.0 En Of E M c m iL a ,n to M M N N ri _Bl M ❑ *, 0 o- 1. UNDERCUT THE BOTTOMS OF DOORS TO CLEAR THE TOP OF FINISHED FLOOR, BY [1/4"] INCH MAXIMUM, U.N.O. VERIFY SLAB CONDITIONS AND TRIM EACH DOOR TO FIT CONDITION. WHERE RADICAL VARIATIONS IN FLOOR LEVEL EXIST, DOORS SHALL BE ORDERED WITH BOTTOM STILE SIZED TO ACCOMMODATE THESE UNDERCUT CONDITIONS. 2. CAULK THE JOINT BETWEEN THE FRAME AND WALL, ALL SIDES, WITH PAINTABLE WHITE LATEX CAULK. 3. CONTRACTOR SHALL REVIEW KEYING WITH OWNER PRIOR TO FITTING CYLINDERS. KEY CYLINDERS TO OWNER'S REQUIREMENTS AND BUILDING STANDARDS. 4. AT EXISTING DOORS TO REMAIN OR TO BE REUSED, PATCH/FILL DIVOTS, HOLES, CRACKS, SCRATCHES, GOUGES, ETC. PRIOR TO PRIMING/PAINTING/REFINISHING. CONTRACTOR TO COORDINATE THE REUSE OF EXISTING DOORS, FRAMES, AND HARDWARE AND TO IDENTIFY RELOCATIONS ON THE DOOR SUBMITTAL. 5. ALL NEW DOOR HARDWARE IS TO MATCH THE EXISTING MANUFACTURER, STYLE & FINISH. CONTRACTOR IS TO FIELD VERIFY THE EXISTING HARDWARE. 6. ALL DOORS SHALL MATCH BUILDING STANDARDS, U.N.O. 7. ALL FRAMES SHALL MATCH BUILDING STANDARDS, U.N.O. 8. COAT HOOKS AT GLASS LIGHT DOORS ARE TO BE MOUNTED ON THE WALL BEHIND THE DOOR, 2'4" 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. DOOR FINISH, DOOR FRAME MATERIAL AND FINISH TO MATCH BUILDING STANDARD. 1'-0" 1/2" MIN. ,: , —t. ,. , 2" 2" INTERIOR: WHITE MELAMINE 2u 71 i 0 i 0, SEE SCHEDULED CEILING SCHEDULED PARTITION DOOR: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD ADJUSTABLE SHELVES: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD; (2) SHELVES PER CABINET U.N.O. SCHEDULED HARDWARE PROVIDE SILENCER, TYPICAL BLOCKING AS REQUIRED UPPER CASEWORK DETAIL SCALE: 1-1/2"=V-0" GROUP 1- PASSAGE SET - SINGLE DOOR (interior, non -lockable, non -rated) HINGES MORTISE PASSAGE LATCHSET (ANSI F01) STRIKE PLATE STOP SILENCERS (@ HM FRAMES) GROUP 3 - OFFICE LOCKSET - SINGLE DOOR (interior, locking both sides: key/thumb turn) HINGES MORTISE OFFICE LOCKSET (ANSI F04) STRIKE COAT HOOK STOP SILENCERS (@ HM FRAMES) GROUP 5 - CONFERENCE LOCKSET - SINGLE DOOR (interior, locking from outside: key) HINGES MORTISE CLASSROOM LOCKSET (ANSI F05) STRIKE STOP SILENCERS (@ HM FRAMES) GROUP 7 - CLOSET DOOR - LOCKING - SINGLE (interior. Locks with key: outside) HINGES CLOSET LOCKSET STRIKE STOP SILENCERS (@ HM FRAMES) r_ In INTERIOR: WHITE MELAMINE IF F__--_J ' z BREAK ROOM ELEVATION SCALE: 3/8"= V-0" SCHEDULED PARTITION 4" BACKSPLASH TO MATCH COUNTERTOP WHERE OCCURS (SEE ELEVATION); PROVIDE CLEAR SEALANT AT WET LOCATIONS WHERE BACKSPLASH IS NOT SPECIFIED .-iIN 14 COUNTERTOP: PLASTIC LAMINATE ON 3/4" THICK PARTICLE BOARD PROVIDE 'RAKKS' CLEAT @ SIDE WALL IF NO ADJACENT CABINETS ARE AVAILABLE 0 FOR COUNTERTOP SUPPORT; PROVIDE IRAKKS' CONCEALED BRACKET AT. -ANY OPEN ENDS AND AT ANY UNSUPPORTED w LENGTHS GREATER THAN 36". LU �. SCHEDULED HARDWARE PROVIDE VALVE FOR WATERLINE SUPPLY PROTECTIVE COVERING AROUND EXPOSED PIPES APRON & DOOR: PLASTIC LAMINATE ON 3/4" PARTICLE 811 ; BOARD; PROVIDE INTEGRAL TOEKICK LINE OF FINISHED FLOOR, 3"a J I CONTINUE TO WALL SINK CASEWORK DETAIL SCALE: 1-1/2"= V-0" Z J W w EL Ln METAL EDGE TRIM (200-B) FOR MTL STUD SPACING REFER TO STUD SIZE CHART. 1 LAYER, 5/8" GWB, BOTH SIDES. SOUND ATTENUATION BLANKET (FULL STUD DEPTH), REQ'D @ 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 1C NON -RATED; U.O. CLG - 2 1/2" STUDS 1D NON -RATED; U.O. CLG W/ ACOUS. INSUL. - 2 1/2" STUDS PARTITION TYPE 1 SCALE: NA LOWER CASEWORK DETAIL A9-1 SCALE:1-1/2"=V-D" 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. DRAWER: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD FRONT WITH 1/2" HARDWOOD SIDES AND 1/4" HARDWOOD BOTTOM SCHEDULED HARDWARE ADJUSTABLE SHELVES: TIC LAMINATE ON PARTICLE BOARD; HELF PER CABINET J. R: TIC LAMINATE ON PARTICLE BOARD =DULED BASE OF FINISHED !R Gauge 25 ga 22 ga 20 ga 20 ga 18 ga 167ga14 ga & mil: 18 mil 27 mil 30 mil 33 mil43 mil548 mil Stud Spacing LIMITING HEIGHTS Size O.C. *Note #1 Z-1/2" 24" " 11-3 12'-2"�� " 12� 7�� " 12-5�� " 136 (250) 16 �� 12-10 13 -11 14-5 14-3� 14-9� 11 Z Z 12" 14'-2" 15'-4" 15'-10" 15'-8" 15'4" 3-5/8" 24" IT-2" 14'-5" 14'-6" 15'-3" 16'-3" IT-8" (362) 16" 15'-2" 16'-6" 16'-7" 17-5" 18'-0" 19'-7" 12" 16-8" 18'-2" 18'-3" 19'4" 19'-7" 21'-2" 6" 24" 164" 21'-3" 21'-6" 22'4" 25'-7" 27'-0" 28'-9" (600) 16" 20'-1" 24'-4" 24'-7" 25'-6" 28'-3" 30'-0" 32'-0" 12" 22'-9" 26'-9" 27'-1" 28'-1" 30'-7" 32'-6" 34'-8" BIN24" 30'-6" 32'-6" 35'-9" (800) (8 11 16 � 11 34 -4 � 11 36 -8 � 39 -0 ll 12" 37-6" 4Y-0" 43'-4" * NOTES: 1. 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 1604.3). NON -COMPOSITE NON-STRUCTURAL METAL FRAMING LIMITING HEIGHT CHART Gauge 25 ga 22 ga 20 ga 20 ga 18 ga 16 ga 14 ga & mil: 18 mil 27 mil 30 mil 33 mil 43 mil 54 mil 68 mil Stud Spacing LIMITING HEIGHTS Size O.C. *Note #1 2-1/2" 24" 8'-3 "A 9'-10" 10'-2" 10'-6" 11'-5" (250) 16" 9'-7"^ 11'-3" 11'-7" 12'4" 13'-0" 12" 10'-6"^ 12'-5" 12'-9" IT-2" 14'-4" 24" 9'-3" 12'-5" 13'-4" 14'-0" 15'-3" 16'-4"# 17'-5"# (362) (362 16" 11'-4" 15'-0" 15'-6" 16'-0" IT-5" 18'-8"# 9'-11"# .) 12" 13'-1" 16-6" IT-0" IT-7" 19'-2" 201-6"# 1'-11"# 24" 17'-6"* 18'-10" 20'-6" 22'-10" 24'-6" 26'-2" (600) (6 16 21-6 22 -11 23 -9 26 -1 28 -0 30 -0 12" 24'-411* 25'-2" 26'-2" 28'-9" 30'-10" 33'-0" Big 24" 28'-8" 31'-1" 33'-4" (800) 16" 32'-9" 35'-7" 38'-1" 1211 36'-1" 39'-2" 41'-11" * NOTES: 1. 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". RREV10V D FOR CODE COMPLIANCE ,APPROVED MAY 10 2019 City of Tukwila BUILDING DIVISION consultants Description: No: By: Date: PERMIT REVIEW SET BMT 04/10/2019 PERMIT SET BMT 04/15/2019 revisions client MAINSPRING WEALTH 1ST FLOOR,•SUITE 160 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address PARTITION TYPE, DOOR SCHEDULE, ELEVATION & DETAILS sheet title 10194 RE C .TERED AR HITECT AM EG L STATE OF WA81iIN TON seal Proj. No: 19.00341.00 Designer: BMT Drawn By: BMT, Reviewed By: LD Project Manager: LD Approved By: AS A911111111111 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, LLC 2019 ALL RIGHTS RESERVED w s U z 0 0 fn M X O 0 I N In 0 W W J M LL s U d ai N N a_ tU C a J J z 0 w z ai c a U a u: 0 a. 0 of U fU 0 Ln 0 z M tn 0 c Q UI c 6 a r-1 d- C) q rn LOL CL a� 0 a E L a� E o. 0 m ayi 0 U .a E M z a) ii a M L; 0 N 0 a., m 0 a DETAIL CEILING BERC2 CLIP AT WALL SCALE: 1" = V-0" PERIMETER CROSS TEES - RETAINING CLIP SCALE: 3" = V-0" SPLAYED SEISM RUNNER SPLICE SCALE: 3" V-0" HANGER WIRE CONNECTION TO GRID SCALE: 3" = V-0" �1 L-1- AT UNATTACHED WALLS) 'ROVIDE 3/4" CLEAR FROM WALL TO END )F RUNNER AT ATTACHED WALLS) $CREW TIGHTENED THROUGH MAIN ;UNNER WEB RESTRICTING SEPARATION ROM WALL. MOLDING TOTE: REFER TO INSTRUCTIONS AND PECIFICATIONS BY ARMSTRONG CEILING YSTEMS *SHOT IN ANCHORS NOT ALLOWED FOR BRACING WIRES 3/4" MAX. A, •q� •Q-. J•O .5; • +• -. � , ''2 '�• •i�Q" - "7 . •_t .•, Imo" '.," - H� STRUeTUR 1L CONCRETE, fi +i�i ,• STEEL DECK HILTI X-U (OR XU15) WHERE UNIVERSAL KNURLED g HANGER WIRE OCCURS \ SHANK POWDER DRIVEN HILTI KWIK BOLT TZ FASTENER W/ MIN 1" HEAVY DUTY MAIN BEAM OR EQUIVALENT EMBEDMENT @ 16" O.C. PER MANUFACTURER'S INSTRUCTIONS STEEL STRAP 1" CEILING CLIP "HILTI" OR WIDE X 2" LONG X EQUIVALENT (12 GAUGE 12 GAUGE MINIMUM X 3/4" WIDE MIN.) 4 TIGHT 3 TIGHT TURNS, MIN. TURNS, MIN. SPLAYED SEISMIC VERTICAL HANGER BRACING WIRE WIRE HANGER WIRE HEAVY DUTTY MAIN BEAM SPLICE SHALL BE A THRU CONNECTION (SNAP CONNECTIONS ARE UNACCEPTABLE) CROSS TEE NS CEILING VERTICAL HANGER WIRE AT ATTACHMENT SCALE: 3" = V-0", GENERAL NOTES: 1. ALL COMPONENTS OF CEILING GRID SHALL BE CLASSIFIED "HEAVY DUTY". 2. AT THE PERIMETER OF THE CEILING AREA, WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT WALL, PROVIDE INTERCONNECTION BETWEEN THE RUNNERS TO PREVENT LATERAL SPREADING. WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER IS 8" OR LESS, THIS INTERLOCK IS NOT REQUIRED. COMPRESSION STRUTS: 1. COMPRESSION STRUTS SHALL NOT REPLACE HANGER WIRES. 2. ATTACH COMPRESSION STRUTS TO MAIN BEAMS WITHIN 2" OF CROSS TEE. 3. THE ATTACHMENT AT THE TOP SHALL BE CAPABLE OF SUPPORTING FOUR TIMES THE WEIGHT OF THE STRUT.. V BEAM o zo F 6'-0" 12'-01 " 1r,l-nil MW ACOUSTICAL CEILING SUSPENSION SYSTEM SCALE:1/8" = V-0" BRACE 3/4" DIA. RIGID METAL CONDUIT AS SHOWN OR 25 GA STEEL STUDS (ALTERNATIVE) ALTERNATE (180°) DIRECTION EVERY OTHER BRACE. FLATTEN END AND BEND, SCREW TO TOP TRACK OF PARTITION WITH SELF -TAPPING SHEET METAL SCREW, SCREW OTHER END TO UNDERSIDE OF STRUCTURE ABOVE. SPACE BRACE AT 4'-0" OC ALTERNATE DIRECTION (180°) EVERY BRACE SCREW TO T-BAR WITH 2 #10 SCREWS ACOUSTICAL CEILING TILE ASSEMBLY MAIN BEAM SUSPENDED CEILING SEISMIC BRACING A9-3/ SCALE: 1 1/2" V-0". COMPRESSION STRUT STEEL SECTION WITH L/R RATIO OF 200 MAXIMUM. ATTACH TO MAIN RUNNERS WITH 1/4" M.B. AND TO STRUCTURE. COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE. LENGTH REQ STRUT R SUPP 4' 0.24IN 158IU20 0.410 E 250IU20 0.399 350IU20 0.382 11/4" 6' 0.36IN 400IU20 0.380 C 8' 0.48 IN C3 5/8xC20 0.594 10, 0.60 IN C3 5/8xC20 0.594 1 5/8" *STUDS & PROPERTIES AS LISTED BY M.S.M.A TYPICAL 12 GA. VERITCAL HANGAR WIRE AT 4'-0" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE. ADDITIONAL CROSS TEES WHERE 2'-0" X 2'-0" GRID OCCURS CROSS TEES AT T-0" OC COMPRESSION STRUT i i MAIN BEAMS AT 4'-0" OC 12 GAUGE VERTICAL HANGER i WIRES AT 4'-0" OC MAX TYP i _� _ It 12 GAUGE HANGER WIRES AT PERIMETER TYP + + + + + + + +� 2" MAX. FROM BRACING (4) DIAGONAL BRACE WIRES �� WIRES TO COMPRESSION AT 12'-0" X IT-0" GRID MAX, STRUT AND CROSS TEE, TYP. SEE DETAIL WALL ANGLE, TYP WALL ANGLE, TYP ISOMETRIC NTS 12 GAUGE BRACING WIRE WITH MINIMUM 4 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE CONNECTED TO MAIN BEAMS, TYP. i APPROVED�i MAY I City of Tukwila CROSS TEE, TYP. BUILDING DIVISION 12 GAUGE VERTICAL HANGER WIRES AT 4'-0" OC EACH WAY MAX. TYP. (4'4' OC AT MAIN .BEAMS) MINIMUM 3 TIGHT TURNS IN 3" BOTH ENDS, TYP. MAIN BEAM, TYP. RECEIVED CITY OF TUKWILA APR 19 2019 PERMIT CENTER A -A 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 408-8500 consultants Description: No: By: Date: PERMIT REVIEW SET BMT 04/10/2019 PERMIT SET BMT 04/15/2019 revisions client MAINSPRING WEALTH 1ST FLOOR,SUITE 160 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address CEILING DETAILS sheet title 10194 . '*. I seal Proj. No: 19.00341.00 Designer: BMT Drawn By: BMT Reviewed By: LD Project Manager: LD Approved By: AS ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE.CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, LLC 2019 ALL RIGHTS RESERVED