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Home My WebLink AboutPermit D19-0231 - EDWARD JONES - NEW OFFICE SUITEEDWARD JONES 6840 FORT DENT WAY 230 FINALED 09/20/2019 D19-0231 Parcel No: Address: �~^�xx °~� Tukwila *~U~� v�n o ��m^��na Department of Community Development 63OVSouthcenterBoulevard, Suite #1OO Tukwila, Washington 981@U Phpne:206-431'3670 Inspection Request Line; ZU6'4]8'935O VVebsbe:hup://www.Tuhwi|aVVA.nox DEVELOPMENT PERMIT 2954900425 6840 FORT DENT WAY 230 Project Name: EDVYA*D]ONE3 Permit Number: D19'0231 Issue Date: 7/31/2019 Permit Expires On: 1/27/2020 Owner: Name: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: ]OHNCRADOV[HDEVCO 283SQZNDAVSE#S-1,MERCER ISLAND, WA, 98040 REBECCA DAVIDSON Z8]58ZNDAVE SE, 5TE300,MERCER ISLAND, WA, 98040 DPINC GENERAL CONTRACTORS I9936B4LL|NGEKWAY NE, 5EAlTLE WA, 98155 DP|N[GCV66BU ]OHNCRADOVICMDEVCO 2835&ZNDAVSE#S-1,MERCER ISLAND, WA, 98040 Phone: (206)669-3773 Phone: (206) 361-2989 Expiration Date; 1/31/2020 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVIVENT FOR NEW OFFICE SUITE. CONSTRUCTION OF PARTITIONS, DOORS AND BREAK ROOM CASEWORK. PROVIDE NEW LED LIGHT FIXTURES, NO STRUCTURAL WORK OR CORE ALTERATION. Project Valuation: $80000l0 Type ofFire Protection: Sprinklers: YES Fire Alarm; YES Type ofConstruction: VB Electrical Service Provided by: TUKVV|LA Fees Collected: $2,349.71 Occupancy per IBC: B Water District: TUmm|LA Sewer District: TUKVV|LA Current Codes adopted by the City of Tukwila: international Building Code Edition: International Residential Code Edition: international Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 ZOlS 2015 National Electrical Code: VVACities Electrical Code: VVAC296-46D: y Code: Public Works Activities: Chan ne|izodon/Stdping: Curb[ut/Acceo/Sidewa|k: Fire Loop Hydrant: Flood Control Zone: HauDnQ/0vers|zeLoad: Land Altering: Volumes: Cut: O Fill: O Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signatua'-:aWk'14—t " �', Date: 7 -�/~/� 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 o/this permit does not presume togive authority tnviolate orcancel the provisions ofany other state orlocal laws regulating construction orthe pe�o�Tancenfwork. |amauthorized tosign and obtain this development permit and agree to the copttions Rtapyed to this permit. Signature: Print Name: ~ This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: l: 'BUILDING PERMIT CONDITIONS' J: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not inaccordance viththeappmvedconstrvctiondocumpnts 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. AS[E7, Chapterl3. 5: Partition walls shall not bptied tnasuspended ceiling grid, All partitions greater than 6feet inheight shall belaterally braced tnthe building structure. Such bracing shall beindependent ofany ceiling splay bracing, 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector, No exception, 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based onsatisfactory completion of this requirement. 9: All plumbing and gas piping workshall beinspected and approved under aseparate permit issued bythe City cfTukwila Building Department (2O6-431-367O). lU: 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 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 ofthe City ufTukwila shall not bevalid. The issuance ofupermit 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. 12: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (2O6/431'3G7O). 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,108I)dry chemical type. The travel distance toany extinguisher must be75'o/less. (|FC 906.]) (NFPA1O. 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 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 3.Sfeet (1O67mm)above the floor, The clearance between the floor and the bottom ofthe installed hand-held extinguishers shall not beless than 4inches (1OZmm). (|FC9O6Jand |F[ 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. (|FC906.5) 15: Fire extinguishers require monthly and yearly inspections. They must have otag orlabel securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall beemptied and subjected tuthe 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, 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. (|F[101019) 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. (|F[Chapter lO) 20: Exit hardware and marking shall meet the requirements of the International Fire Code. (|F[Chapter 1U) Zl: Door handles, pulls, latches, locks and other operating devices on doors required tobeaccessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist tooperate. (|FC1UlO19.1) 22: All new sprinkler systems and all modifications toexisting sprinkler systems shall have fire department review and approval ufdrawings prior toinstallation urmodification. 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 tosubmittal tothe Tukwila Fire Prevention Bureau. Gosprinkler work shall commence without approved drawings, (City Ordinance No, 2436). 23: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA13'8.6.533) 25: 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 bedone inaccordance with applicable standards. (|FC901.4) "1 26: 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, 27: 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) 28: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 29: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 30: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No, 803,11 of the International Building Code. 31: 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. 24: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 32: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation, 33: 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 0606 GLAZING 0502 LATH/GYPSUM BOARD CITY OF TUKINvLA Community Development Department Public Works Department Permit Center 6300 Southeenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: (For office use 'only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan. review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 6840 Fort Dent Way, Tukwila, WA 98168 Tenant Name: Edward Jones King Co Assessor's Tax No.: 295490-0425 Suite Number: 230 Floor: 2 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: Rebecca Davidson Address: 2835 82nd Ave SE, S-1 City: Mercer Island State: WA Zip: 98040 Phone: (206) 267-6060 Fax: (206) 267-6061 Email: rebecca@jcrdevco.com GENERAL CONTRACTOR INF�RMAT1ON Company Name: DP Incorporated General Contractors Address: 19936 Ballinger Way NE City: Seattle State: WA zip: 98155 Ph°"' (206) 361-2989 Fax: Contr Reg No.: DPINCGC066BU Exp Date: 01/31/2020 Tukwila Business License No.: BUS-0994280 New Tenant: V Yes L „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 Addrcss: 2835 82nd Ave SE City: Mercer Island State: WA Zip: 98040 H: Applications Forms -Applications On Line 201 I Applications Permit Application Revised - 8-9-11.docx Revised: August 201 bh Page I of 4 BUILDING PERMIT INFORMATI^ 206-431-3670 Valuation of Project (contractor's bid price): $ 80,000 Describe the scope of work (please provide detailed information): Interior tenant improvement demising a new office suite on the 2nd floor to include: - Construction of partitions and doors, break room casework - Provide new LED light fixtures - No structural work and no core alteration Existing Building Valuation: $ Will there be new rack storage? fl Yes .. 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 Is' Floor 0 2nd Floor 19,933 922 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 I 8 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: Compact: Handicap: Will there be a change in use? El Yes LI No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Automatic'Fire Alarm El None El Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ... Yes EJ 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. It Applications Forms -Applications On Line 201 Applications Permit Application Revised - 8-9-11docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFdliNATION - 206-4 3-0 79 Scope of Work (please provide detailed information): Addition of a new ADA compliant sink & cold water line Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District LJ ...Tukwila 0 _Water District #125 0 ...Water Availability Provided Sewer District DTukwiIa 0 ...Sewer Use Certificate El...Valley View CI ... Sewer Avalabi1ityProvided „ • Highline O Renton .. Renton .. 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 apPIV): ...Civil Plans (Maximum Paper Size — 22" x 34") ...Technical Information Report (Storm Drainage) 0 ...Bond El .. Insurance Easement(s) Proposed Activities (mark boxes that apPIV): .• „Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ...Total Cut ..• .Total Fill El ...Sanitary Side Sewer .„Cap or Remove Utilities [2.Frontage Improvements El ...Traffic Control i:i...Backflow Preven cubic yards cubic yards on - Fire Protection Irrigation Domestic Water El Geotechnical Report 0 .. Maintenance Agreement(s) D ...Traffic Impact Analysis [2..Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) .. Right-of-way Use - Profit for less than 72 hours [2. Right-of-way Use — Potential Disturbance • Abandon Septic Tank .. Curb Cut .. • Pavement Cut .. ▪ Looped Fire Line .. Work in Flood Zone .. Storm Drainage 0 ...Permanent Water Meter Size... WO # ...Temporary Water Meter Size WO # Ej „.Water Only Meter Size............ WO 14 0 ...Sewer Main Extension Public 0 Private El 0 ...Water Main Extension Public 0 Private ri .. • Grease Interceptor .. • Charmelization .. • Trench Excavation .. • Utility Undergrounding 0...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line 0 ...Water ...Sewer Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) ,.. Sewage Treatment Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H: Applications Forms -Applications On Line 2011 Applications Permit Application Revised - 8-9-11.docx 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 !urination. 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 Signature:fffJJj4/Jf/jJ1f/J[kite: 07/11/2019 Print Name: Day Telephone: (206) 267-6060 Mailing Address: 2385 82nd Ave SE, S-1 Mercer Island WA 98040 City State Zip Applications Forms -Applications On Line 2011 Applications Permit Application Revised - 8-9-11.doex Revised: August 2011 bh Page 4 of 4 Receipt Number R18128 DESCRIPTIONS 1 ACCOUNT PermitTRAK QUANTITY PAID $2,349.71 D19-0231 Address: 6840 FORT DENT WAY 230 Apn: 2954900425 $2,349.71 Credit Card Fee $68.44 Credit Card Fee R000.369.908,00,00 0.00 $68.44 DEVELOPMENT $2,214.91 PERMIT FEE R000.322.100.00.00 0.00 $1,327.22 PLAN CHECK FEE R000.345.830.00,00 0.00 $862.69 WASHINGTON STATE SURCHARGE 8640.237,114 0.00 $25.00 TECHNOLOGY FEE $66.36 TECHNOLOGY FEE . TOTAL FEES PAID BY RECEIPT: R18128 R000.322,900.04.00 0.00 . $66.36 $2,349.71 Date Paid: Tuesday, July 16, 2019 Paid By: REBECCA DAVIDSON Pay Method: CREDIT CARD 53285G Printed: Tuesday, July 16, 2019 12:34 PM 1 of 1 YSTFJ CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 07/16/2019 12:33:38 PM CREDIT CARD SALE VISA CARD NUMBER: **********8337 K TRAN AMOUNT: $2,349.71 APPROVAL CD: 53285G RECORD #: 000 CLERK ID: Rachelle 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 ,) CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 07/16/2019 12:33:38 PM CREDIT CARD SALE VISA CARD NUMBER: **********8337 K TRAN AMOUNT: $2,349.71 APPROVAL CD: 53285G RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy Lighting Summary LTG -SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, nd aPI R1 Revised Nov 2017 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are Krite- protected. Project Title: Edward Jones - Fort Dent II [REVIEWED POIV1. APPROVED JUL 31 2019 City of Tukvvila Applicant Information. Provide contact information for individual Who can COMICFOMPLIANCE respond to inquiries about compliance form information provided. Company Name: NELSON Company Address: 1200 5TH AVE., SUITE 1300, SEATTLE, WA 98101 Applicant Name: KATIE MATHWEG • Applicant Phone: 206-408-8537 Applicant Email: KMATHWEG@NELSONWW.COM Project Description a New Building 0 Addition . A te on - ••. Scope Include PROJ-SUM form (included in envelope forms Korkbook) with lighting compliance forms. Interior Lighting System Description la Interior Lighting Plans Included ..i Interior Lighting Power Allowance Method 0 Building Area Method la Space -by -space Method Select method used in project. Interior Lighting Controls a All C405.2.1 - C405.2.8 Lighting Controls El C405.2 Exception 5 Luminaire Level Lighting Controls (LLLC) 0 Additional Efficiency Package Option C406.4 Enhanced Digital Lighting To comply With C406.4, no less than 90% of the total installed interior lighting pokier shall comply Kith required controls per C406.4. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in dwelling units comply With: •No Dwelling 0 C405.2 thru C405.5 Commercial Lighting Controls and LPA Units 0 C406.3 High Efficacy Lighting 0 R404.1 Residential High Efficacy Lighting. Dwelling unit lighting complies With WSEC Residential provisions in lieu of WSEC Commercial provisions. Exterior Lighting System Description 0 Exterior Lighting Plans Included -IV CL) CITY OF TUKWILA JUL 1 6 2019 PERMIT CENTER Building Additions Refer to Section C502.2.6 for additional requirements. Compliance Method Interior lighting Exterior lighting Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project 0 Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance is Addition is combined with existing: For interior lighting projects, include new + existing -to -remain interior lighting fixture Wattage in Proposed Lighting Wattage table in LTG-INT-8LO or LTG-INT-SPACE form. For exterior lighting projects, include new + existing -to -remain exterior lighting fixture tnettage in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG-EXT form. 1 iLighting Summary, cont. LTG -SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings includingR2, R3, R4 over 3 stories arid all R1 Revised Nov 2017 Project Title: Edward Jones - Fort Dent II , Date 7/9/2019 Change of Space Use 0 Existing interior lighting systems in areas under -going a change in space use are upgraded to comply with LPAs for the new space types per Tables C405.4,2(1) or C405.42(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG-INT-BLD or L TG-INT-SPACE form. Interior and Exterior Lighting Alterations Select all Lighting Power and Lighting Control elements that apply to the scope of the retrofit project. If project includes a combination of spaces Mere less than 50% of the existing fixtures are replaced in some spaces, and 50% or more of the fixtures are replaced in others, then provide separate lighting povier compliance forms for the IWO retrofit conditions. Spaces undergoing the same type of retrofit may be combined into one lighting potier compliance form. Refer to Section C503.6 for additional requirements. All alteration lighting controls shall be commissioned per C408.3. 0 No changes are being made to the interior or exterior lighting systems and existing space uses and configuration are not changed. Lighting Power Interior lighting Parking garage Exterior lighting 50% or more of existing are replaced 0 0 Less than 50% of existing are replaced Lamp and/or ballast replacement only — existing total wattage not increased 0 0 50% or more replaced - Total lighting potier of new + exist.ng-to-remain fixtures shall comply with total LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures in Proposed Lighting Wattage table in LTG-INT-BLD, LTG-INT-SPACE or LTG-EXT form. Less than 50% replaced - Total lighting po1/4er of new + existing -to -remain fixtures shall not exceed the total lighting power prior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting Wattage table in LTG-INT-BLD, LTG-INT-SPACE or LTG-EXT form. 50% threshold applies to number of luminaires for interior spaces and parking garages, and total installed wattage for exterior luminaires. Lighting Controls Interior lighting Parking garage Exterior lighting New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(s) 0 0 13 New or moved lighting panel 0 0 0 Interior space is reconfigured - luminaires unchanged or relocated New wiring or circuit - For interior lighting, provide required manual controls per C405.2.3, occupancy sensor controls per C405.2.1, daylight responsive controls per C405.2.4 and application specific lighting controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic time switch controls per C405,2.2. Reconfigured interior space - Provide all required lighting controls that apply to a new interior space. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured Interior Lighting - Space -By -Space Method LTG-INT-SPACE 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stones and all R1 Revised Nov 2017 Project Title: dward Jones - Fort Dent II Date 7/9/2019 Calculation Area NOTE 9 0 New Construction 0 Addition - 0 Addition 0 Spaces where < 50% of 0 Spaces where 50% of 0 Spaces where the Use For Building Department Use LPA Calculation Type 0 Standard 0 Additional Efficiency Package Option C406.3 Reduced Interior Lighting To comply with C406.3, the Proposed LPD.shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. User Note .. Maximum Allowed Lighting Wattage NOTE1 Location (plan #, room #) Space Type Ceiling TE HeightNO 2 Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) 200 Office: Open plan 8'-9" 300 0.78 6 234 201 Office: Enclosed 8 - 9" 341 0.890 303 202 Office: Enclosed 8'-9" 107 0.890 95 203 Lounge/breakroom: all other 8 ' -9" 92 0.580 53 Lobby Art/Exhibit Display Alowance from LTG-INT-DISPLAYNQTE 8 Total Area Retail Display 840 LTG-INT-DISPLAY Jlowed Watts Allowance from . 687 Proposed Lighting Wattage Location (plan #, room #) Fixture Description NOTE 4, 5, 6 Number of Fixtures Watts/ Fixture Nam 7 ' Watts Proposed 2X4 10 32 320 3-3/4" DLAM, SPOTLIGHT 1 12 12 Proposed Retail Display Lighting from LTG-INT-DLSPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts . 332 Interior Lighting Power Allowance COMPLIES WITH C406.3 Note 1 - List all unique space types per Table C405.4.2(2) that occur in the project scope. Select space type category from drop down menu. Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f. Note 3 - List alt proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures, Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 5 - For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank. Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as existing in fixture description. Note 7 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw -in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wa(tage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage or 50 watts/lineal foot, or enter the wattage limit of permanent current limiting device. Note 8 - Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage. Enter all proposed lobby arVexhibit display fixtures in LTG-INT-DISPLAY form only. Note 9 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building lighting systems to demonstrate compliance. Refer to C502.1. b. For alterations and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting Wattage table. If building addition will comply as combined with the overall existing building lighting systems, include all applicable existing Space Types and oross interior areas. a fMIT COORD COP'( PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0231 PROJECT NAME: EDWARD JONES SITE ADDRESS: 6840 FORT DENT WAY 230 Original Plan Submittal Response to Correction Letter # DATE: 07/18/19 X Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: AT Building Division Alic Works Fire Prevention Structural A)IA ItIl;ining Division u 7 Permit Coordinator II PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 07/23/19 Structural Review Required DATE: tl APPROVALS OR CORRECTIONS: Approved Corrections Required tl P (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues REVIEWER'S INITIALS: DUE DATE: 08/20/19 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire D Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0231 PROJECT NAME: EDWARD JONES SITE ADDRESS: 6840 FORT DENT WAY 230 X Original Plan Submittal Response to Correction Letter # DATE: 07/16/19 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: mvu /1111g Building Division V1/4trls' AWL) Fire Prevention Structural PIV—ng A/1) anniDivision Permit Coordinator II PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 07/18/1.9 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved P DUE DATE: 08/15/19 Approved with Conditions ri Corrections Required LJ Denied (corrections entered in Reviews) (ie: Zoning Issues) LI Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg U Fire El Ping U PW 0 Staff Initials: 12/18/2013 Received at the City of Tukwila Permit Cent Entered in TRAKiT on 's—r- q City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 20643 1-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 07/1 8/1 9 Plan ChecWPermit Number: 0 Response to Incomplete Letter # 0 Response to Correction Letter # 0 Revision # 1 after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner 0 Deferred Submittal # PI9 023) RECEIVED CITY OF TUKWILA JUL 19 2019 PERMIT CENTER Project Name: EDWARD JONES Project Address: 6840 FORT DENT WAY, TUKWILA, WA 98168 Contact Person: REBECCA DAVIDSON Phone Number: 206-669-3773 Summary of Revision: REMOVED SHEET A8-1 OFFICE 203 - REMOVED CASEWORK OFFICE 202 - REMOVED RELITE IN DOOR OFFICE 201 - CHANGED 6' DOOR TO 3' DOOR Sheet Number(s): AN-0, A1-1, A8-1 (REMOVED) A9-1 "Cloud" or highlight all areas of revision including date ifrevision CIA41211,1Ji WAPanut Ceater\Templatm\FormskRevision Submittal Form.doc Revamp& August 2.1)15 D P INC GENERAL CONTRACTO Home Espanol Contact Search L&I Page 1 of 2 • SEARCH 0 Washington State Department of Labor & Industries Safety & Health Claims & Insurance A-Z Index Help My ILSH Workplace Rights Trades & Licensing D P INC GENERAL CONTRACTORS Owner or tradesperson Principals DODSON, WILLIAM, PRESIDENT Doing business as D P INC GENERAL CONTRACTORS WA UBI No. 601 515 833 19936 BALLINGER WAY NE SEATTLE, WA 98155 206-361-2989 KING County Business type Corporation Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Not allowed to have apprentices. License Verify the contractors 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) $12,000.00 Bond account no. WA28622 Received by L&I Effective date 12/27/2012 01/31/2013 Expiration date Until Canceled Bond history Insurance Continental Western Ins Co $1,000,000.00 Policy no. CPA6015605 Received by L&I Effective date 08/21/2018 09/15/2016 Expiration date 09/15/2019 Insurance history Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI-6015158338cLIC—DPINCGC066BU&SAW= 7/31/2019 D P INC GENERAL CONTRACTO Savings No savings accounts during the previous 6 ye eriod. 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. Workers' comp Public Works Requirements Workplace safety and health Page 2 of 2 Ct)Washington State Dept. of Labor & Industries, Use of this site is subject to the laws of the state of Washington. Help us improve https://secureini.wa.gov/verify/Detail.aspx?UBI-601515833&LIC—DPINCGC066BU&SAW= 7/31/2019 BUILDING INFORMATION NELSON Company\WA\Fort Dent II\19.02269.00-Edward Jones - Fort Dent II \DRAWINGS\ARCH\3 CD\Permit Set\FDII-EJ-AN-0 COVER.dwg User: Brittany Toshi Device: DWG To PDF.pc3 PenTable: _NELSON-FULL.ctb Date: 7/17/2019 2:54:52 PM Filename: U:\Proj\JCR Developme EDWARD JONES 2ND FLOOR, SUITE 230 FORT DENT II BUILDING 6840 FORT DENT WAY, TUKWILA, WA 98168 LOCATION MAP NOT TO SCALE S FORT DENT PARK FORT DENT II 6840 FORT DENT WAY TUKWILA, WA 98168 ED TRUE NORTH PROJECT TRUE NORTH NORTH SITE ADDRESS: 6840 FORT DENT WAY, TUKWILA, WA 98168 PARCEL NUMBER: 295490-0425 LEGAL DESCRIPTION: ZONING: BUILDING DESCRIPTION: DATE OF CONSTRUCTION: CONSTRUCTION TYPE: FIRE PROTECTION: NUMBER OF STORIES: BUILDING TOTAL AREA: GUNDAKERS INTERURBAN ADD PARCEL 1 TGW POR OF PARCEL 2 DAF- BEG MOST WLY COR OF PARCEL 1 TH N 63-35-49 E 237.32 FT TH S 26-24-11 E 227.32 FT TO COMMON COR BTW PARCELS 1 & 2 TH N 63-35-49 E 252.25 FT TH N 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 7808230299 TH S 58-47-17 W 102.77 FT TH S 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 COR OF PARCEL 2 TH 5 37-36-40 E 20.92 FT TO POB - OF CITY OF TUKWILA SHORT PLAT NO 79-7-SS RECORDING NO 7908210370 SD SHORT PLAT BEING A POR OF GUNDAKERS INTERURBAN ADD IN THE SW 1/4 OF NW 1/4 OF SECTION 24-23-04 --- AS PER CITY OF TUKWILA BDRY LINE ADJ NO 90-2-BLA RECORDING NO 9008151101 RCM THREE-STORY OFFICE BUILDING WITH SURFACE PARKING LOT 1987 V-B FULLY SPRINKLERED 3 ±59,450 SF (NO CHANGES) PROJECT DESCRIPTION ( • PefTnit Nc„ ) 4 cgrUSSK)n.S ADi:44,4.4,i430 C(.4:4'4F,U.:,,4(44,444)4n IMISM TENANT IMPROVEMENT ON THE SECOND FLOOR OF AN EXISTING OFFICE SUITE TO INCLUDE: CONSTRUCTION OF PARTITIONS AND DOORS RELOCATION OF LIGHT FIXTURES NO STRUCTURAL WORK OR ALTERATION OF CORE MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION AND LIFE SAFETY ALTERATIONS ARE BY OTHERS, UNDER SEPARATE PERMITS BY DESIGN BUILD CONTRACTORS - DEFERRED SUBMITTALS. PROJECT AREA SUITE AREA FLOOR AREA FLR #2 862 SF 862 SF (NO CHANGES) ±19,933 (NO CHANGES) APPLICABLE CODES 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL EXISTING BUILDING CODE 2015 INTERNATIONAL FIRE CODE 2015 UNIFORM PLUMBING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL FUEL GAS CODE 2017 NATIONAL ELECTRICAL CODE 2015 WASHINGTON ENERGY CODE ICC/ANSI 117.1-2009 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES PROJECT DIRECTORY TENANT: BUILDING REPRESENTATIVE: ARCHITECT: CONTRACTOR: EDWARD JONES JOHN C RADOVICH DEVELOPMENT 2835 82ND AVENUE SE, MERCER ISLAND, WA 98040 PHONE: 206-267-2669 EMAIL: REBECCA@JCRDEVCO.COM CONTACT: REBECCA DAVIDSON NELSON WORLDWIDE 1200 5TH AVENUE, SUITE 1300, SEATTLE, WA 98101 PHONE: 206-408-8537 EMAIL: KMATHWEG©nelsonww.com CONTACT: KATIE MATHWEG DP INCORPORATED GENERAL CONTRACTORS 19936 BALLINGER WAY NE, SEATTLE, WA 98155 PHONE: 206-361-2989 EMAIL: VASILY©DPINC.NET CONTACT: BILLY SHADRIN DRAWING INDEX SHEET NUMBER SHEET TITLE SHEET ISSUE DATE DRAWING REVISION NUMBER REVISION ISSUE DATE ,----),. AN-0 COVER SHEET 07/09/19 1 07/17/19 AN-1 LIFE SAFETY PLAN 07/09/19 AN-2 GENERAL NOTES, ABBREVIATIONS & SYMBOLS 07/09/19 ARCHITECTURAL A1-1 CONSTRUCTION AND REFLECTED CEILING PLANS 07/09/19 1 07/17/19 A8 1 ELEVATIONS & MILLWORK DETAILS 07/09/19 DELETED SHEET R co A9-1 DOOR SCHEDULE, DOOR & FRAMES, AND PARTITIONS' 07/09/19 07/11/19 A9-3 CEILING DETAILS 07/09/19 .11:114.1v9i NAVI hy. EWED FOR COMPLIANCE ,PPROVED JUL 31 2019 City of Tukwila BUILDING DIVISION Nelco Architecture, Inc. 1200 Fifth Ave., Suite 1300 Seattle, WA 98101 (206) 406-8500 www.nelsonworldwide.com SEPARATE PERMIT RE;OUIRED FOR Mechanical EleCitrirAti Plumbing Gas Piping City of Tukwila BUILDING DIVISION RE' \,,,dSirDNI consultants Description: No: By: Date: PERMIT REVIEW SET DM/BK 06/27/19 PERMIT SET CF 07/09/19 PERMIT SET REVISION 1 BMT 07/17/19 revisions JCR DEVELOPMENT client JCR DEVELOPMENT 2835 82ND AVE. SE SUITE S-1 MERCER ISLAND, WA 98040 EDWARD JONES 2ND FLOOR, SUITE 230 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address COVER SHEET sheet title 10194 seal i Proj. No: 19.0002269 Designer: BMT Drawn By: DM, BK Reviewed By: NG Project Manager: BMT Approved By: AS AN-0 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. (E) NELSON WORLDWIDE, LLC 2019 ALL RIGHTS RESERVED pc3 PenTable: _NELSON EJ-AN-1_LIFE_SAF W INGS\ARCH\3_CD\Permit Set\FDI 00-Edward Jo \WA\Fort Dent I 7/17/2019 2:32:15 PM DECK DECK SUITE 241 NIC El UP DN fete tXIT FIRE �Jl EXIT ACCESS TRAVEL DISTANCE t76' OMEN COMMON CORRIDOR 0 MEN EAD COMMON PATH OF EGRESS t55' LIFE SAFETY PLAN - LEVEL 2 3/32"=1'-0" SUITE 250 NIC B TEL./ ELEC. JAN. ON 8 SUITE 220 NIC B SUITE 205 NIC El EXIT jj-, ®FltiaRSE, ON P SUITE 210 NIC EGRESS AND LIFE SAFETY GENERAL NOTES 1. EXIT DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT SPECIAL KNOWLEDGE, EFFORT OR THE USE OF A SPECIAL KEY OR LATCH. 2. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE OR AN "H" OCCUPANCY. 3. UNLATCHING FORCE OF PANIC HARDWARE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF TRAVEL. 4. MEANS OF EGRESS SHALL BE ILLUMINATED AT ANY TIME THE 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 MI 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: PER IBC TABLE 1004.1.2 100 SF PER OCCUPANT FOR OFFICE USE ROOM # IF APPLICABLE OCCUPANCY GROUP FLOOR AREA SQ. FT. SQ. FT. PER OCCUPANT OCCUPANT LOAD SUITE 230 B 862 100 9 EXITING NUMBER OF EXITS: GROUP B TABLE 1006.2.1 & TABLE 1006.3.1 COMMON PATH OF EGRESS: GROUP B TABLE 1006.2.1 REQUIRED MAX 49 OCC LOAD = 1 EXIT 100' MAX. W/ SPRINKLERS EXIT ACCESS TRAVEL DISTANCE: 300' W/ SPRINKLERS GROUP B TABLE 1017.2 EXIT PLAN LEGEND 1- EXIT 110 EAD o-->-- FEC EXIT EXIT ACCESS DOOR TOTAL DISTANCE EXIT SIGNAGE — DIRECTIONAL NON -DIRECTIONAL FIRE EXTINGUISHER CABINET PROVIDED 1 ±55' ±76' NELSON Nelco Architecture, Inc. 1200 Fifth Ave., Suite 1300 Seattle, WA 98101 (206) 408-8500 www.nelsonworldwide.com consultants Description: PERMIT REVIEW SET PERMIT SET revisions No: By: Date: DM/BK 06/27/19 CF 07/09/19 JCR DEVELOPMENT client JCR DEVELOPMENT 2835 82ND AVE. SE SUITE S-1 MERCER ISLAND, WA 98040 EDWARD JONES 2ND FLOOR, SUITE 230 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address LIFE SAFETY PLAN sheet title REVIEWED FOR CODE COMPLIANC APPROVED JUL 31 2019 City of Tukwila sea BUILDING DIVi,. 10194 STATE OF WASIj4IN '.,TON o: 19.0002269 Designer: Drawn By: DM, BK Reviewed By: Project Manager: BMT Approved By: AN-1 BMT NG 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 GENERAL NOTES ABBREVIATIONS GENERAL LEGEND DWG To PDF.pc3 PenTable: _NELSON-F 0 c I\DRAWINGS\ARCH\3_CD\Permit Set\FDII-EJ-AN-2_GENERAL.dwg User: Company\WA\Fort Dent II\19.02269.00-Edward Jones - Fort De Plot Date: 7/17/2019 2:32:22 PM Filename: U:\Proj\JCR Developme 1. THE WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODE AND OTHER ORDINANCES, CODES AND REGULATIONS LISTED ON THE DRAWINGS, AND REQUIRED BY LOCAL BUILDING AUTHORITIES. THE GOVERNING CODES, RULES AND REGULATIONS ARE COLLECTIVELY REFERRED TO AS "THE CODE." THE CONTRACTOR SHALL REPORT ANY INCONSISTENCIES, CONFLICTS OR OMISSIONS DISCOVERED TO THE ARCHITECT FOR INTERPRETATION PRIOR TO PERFORMING THE WORK. 2. THE GENERAL CONTRACTOR SHALL CONTACT BUILDING MANAGEMENT TO DETERMINE THE RULES OF THE BUILDING RELATIVE TO CONSTRUCTION; WHEN AND HOW DELIVERIES CAN BE MADE, WHAT PHASES AND TYPES OF CONSTRUCTION MAY BE DONE ON REGULAR OR OVERTIME BASIS, AND IN GENERAL ANY SPECIAL BUILDING REQUIREMENTS WHICH WILL AFFECT THE COST OF ALL WORK BORNE BY THE GENERAL CONTRACTOR. ALL WORK SHALL CONFORM TO ALL BASE BUILDING STANDARD SPECIFICATIONS AND BUILDING REGULATIONS, WHICH THE CONTRACTOR SHALL OBTAIN PRIOR TO SUBMISSION OF BID. 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SUB- CONTRACTORS' RECEIPT OF COMPLETE SETS OF THESE DOCUMENTS, AS WELL AS ALL FUTURE ADDENDA, BULLETINS, FIELD DIRECTIVES AND CHANGE ORDERS. 4. THE CONTRACTOR SHALL COORDINATE WITH BUILDING MANAGEMENT THE STORAGE OF MATERIALS AND SHALL PROVIDE PROTECTION AS NECESSARY TO PREVENT VANDALISM AND LOSS OF MATERIALS BY THEFT OR DAMAGE SUSTAINED DUE TO EXPOSURE TO INAPPROPRIATE ENVIRONMENTAL CONDITIONS AND WILL REPAIR AND REPLACE DAMAGE OR LOSSES AT THE CONTRACTOR'S EXPENSE WITHOUT CHARGE TO THE OWNER. 5. WHERE ADJACENT AREAS BEYOND THE IMMEDIATE CONSTRUCTION AREA WILL BE OCCUPIED DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL: a. CONFORM TO OWNERS AND TENANT REQUIREMENTS FOR HOURS OF CONSTRUCTION OPERATIONS, ACCESS TO TENANT SPACES AND ALLOWABLE NOISE LEVEL DURING TENANT BUSINESS HOURS b. ENSURE THAT CONSTRUCTION OPERATIONS DO NOT BLOCK HALLWAYS, ACCESSIBLE ROUTES OR MEANS OF EGRESS FOR TENANTS OF BUILDING. c. ENSURE THAT CONSTRUCTION OPERATIONS DO NOT CAUSE INTERRUPTIONS OF ELECTRICAL SERVICES TO THE TENANTS OF THE BUILDING WITHOUT PRIOR NOTIFICATION AND APPROVALS. THE CONTRACTOR SHALL PROPERLY PROTECT ALL FLOORS, MAIL CHUTES AND STAIR DOORS IN PUBLIC AREAS SUBJECT TO CONSTRUCTION TRAFFIC. SHOE WIPING MATS WILL BE INSTALLED AT ALL OPENINGS BETWEEN CONSTRUCTION AREAS AND ALL PUBLIC SPACES. ALL ACTIVE AREAS SHALL BE KEPT CLEAN AND FREE FROM DEBRIS. d. ERECT AND MAINTAIN TEMPORARY BRACING, LIGHTS, DUST -PROOF PARTITIONS, BARRICADES, FENCES AND WARNING SIGNS AS NECESSARY TO PREVENT INJURY, NOISE, DUST AND INCONVENIENCE TO OTHER TENANTS, THE PUBLIC, AND TO PREVENT DAMAGE TO ADJACENT CONSTRUCTION WHICH IS TO BE LEFT IN PLACE. e. FOLLOW THE RECOMMENDED CONTROL MEASURES OF THE SHEET METAL AND AIR CONDITIONING NATIONAL CONTRACTORS ASSOCIATION (SMACNA) IAQ GUIDELINES FOR OCCUPIED BUILDINGS UNDER CONSTRUCTION, 2ND EDITION 2007, ANSI/SMACNA 008-2008 (CHAPTER 3). PROTECT STORED ON -SITE AND INSTALLED ABSORPTIVE MATERIALS FROM MOISTURE DAMAGE. f. IF PERMANENTLY INSTALLED AIR HANDLERS ARE USED DURING CONSTRUCTION, FILTRATION MEDIA WITH A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8 MUST BE USED AT EACH RETURN AIR GRILLE. 6. CUTTING, CHASING, DRILLING OR DEMOLITION OF WALLS, SLABS, ETC. REQUIRING THE USE OF JACKHAMMERS OR OTHER HEAVY HAND OR POWER TOOLS SHALL BE PERFORMED AFTER REGULAR BUSINESS HOURS ON AN OVERTIME BASIS IF NECESSARY, UNLESS THE BUILDING MANAGEMENT AND ANY AFFECTED TENANTS PROVIDE A WRITTEN WAIVER EXPRESSLY PERMITTING OTHERWISE. 7. THE GENERAL CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION, AS NECESSARY AND REQUIRED BY GOVERNING AGENCIES HAVING JURISDICTION, UNTIL CLIENT ACCEPTANCE OF THE PREMISES. 8. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROVISION AND MAINTENANCE OF ALL BRACING, SHORING, ENCLOSURES, BARRIERS OR SCAFFOLDING REQUIRED TO PROVIDE A SAFE WORKING ENVIRONMENT AS DICTATED BY SITE CONDITIONS AND THE PROGRESS OF WORK. 9. DURING THE ENTIRE CONSTRUCTION PERIOD, ALL EXITS, EXIT LIGHTING, FIRE PROTECTION DEVICES AND ALARMS SHALL BE CONTINUOUSLY MAINTAINED IN CONFORMANCE WITH LOCAL BUILDING CODE AND OTHER GOVERNING ENTITY REQUIREMENTS. ALL EXISTING, SERVICES AND DEVICES SHALL REMAIN ACTIVE, UNO. 10. THE CONTRACTOR SHALL PROTECT THE PROPERTY OF THE CLIENT AND THE BUILDING OWNER. INCLUDING, BUT NOT LIMITED TO, WINDOWS, FLOOR AND CEILING FINISHES, PUBLIC TOILETS, ELEVATORS, DOORS AND FRAMES, ELECTRICAL AND AIR- CONDITIONING EQUIPMENT. THE CONTRACTOR SHALL PROTECT ADJOINING PROPERTY. DAMAGE CAUSED BY THE CONTRACTOR'S WORK OR WORKMEN MUST BE MADE GOOD, IN A TIMELY FASHION. PATCHING AND REPLACEMENT OF DAMAGED WORK SHALL BE PERFORMED AT THE COST OF THE CONTRACTOR. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL SUB -CONTRACTORS. IF THE CONTRACTOR FAILS TO COMPLETE THE REPAIRS IN A TIMELY FASHION, SAID REPAIRS WILL BE MADE BY A CONTRACTOR SELECTED BY THE OWNERS REPRESENTATIVE AND BACK CHARGED ACCORDINGLY. 11. THE CONTRACTOR SHALL INDEMNIFY AND SAVE HARMLESS THE LANDLORD, THE TENANT, AND ARCHITECT AGAINST ANY AND ALL CLAIMS AND DEMANDS FOR THE DAMAGE TO THE PROPERTY OF ANY PERSON, FIRM OR INDIVIDUAL, OR FOR PERSONAL INJURIES (INCLUDING DEATH) ARISING OUT OF, OR SUFFERED WHILE ENGAGED IN, OR CAUSED, IN WHOLE OR IN PART, BY THE EXECUTION OF THE WORK; THE CONTRACTOR SHALL WELL AND TRULY DEFEND THE LANDLORD, TENANT AND ARCHITECT AND SHALL PAY ALL MONIES AWARDED FOR SUCH DAMAGES OR INJURIES (INCLUDING DEATH), ALL COSTS INCLUDING ATTORNEY'S FEES SUSTAINED, AND SHALL OBTAIN A FULL ACQUAINTANCE AND RELEASE IN FAVOR OF THE LANDLORD, TENANT AND ARCHITECT, UNLESS SUCH LIABILITY RESULTS SOLELY FROM THE NEGLIGENCE OF THE LANDLORD, TENANT, ARCHITECT, ITS AGENTS OR EMPLOYEES. 12, THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR THE PERFORMANCE OF ANY WORK, NOR FOR THE MEANS AND METHODS OF CONSTRUCTION CHOSEN BY THE CONTRACTOR OR ANY SUB- CONTRACTORS, NOR SHALL THE ARCHITECT GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. 13. THE CONTRACTOR SHALL PERFORM DAILY CLEANING OF THE JOB SITE DURING THE CONSTRUCTION PERIOD AND SHALL PROTECT FINISHED WORK FROM DAMAGE. IMMEDIATELY PRIOR TO TENANT OCCUPANCY, THE CONTRACTOR SHALL PERFORM FINAL CLEANING OF THE WORK AREA INCLUDING, BUT NOT LIMITED TO, WET WIPING 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. 14. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL SUB -CONTRACTORS AND SHALL PERFORM SUCH MISCELLANEOUS WORK AS MAY BE NECESSARY FOR THEM TO COMPLETE THEIR WORK. IT IS EXPECTED THAT THE GENERAL CONTRACTOR SHALL ALSO CLOSELY COORDINATE THE WORK WITH THAT OF ALL OTHER VENDORS RETAINED BY THE CLIENT TO ASSURE THAT ALL SCHEDULES ARE MET AND THAT WORK PROCEEDS WITHOUT DELAY. 15. BIDDERS, BEFORE SUBMITTING PROPOSALS, SHALL VISIT AND CAREFULLY EXAMINE THE AREA AFFECTED BY THE WORK TO FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND ANY DIFFICULTIES THAT MAY AFFECT EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE, AND LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT, OR MATERIALS, REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN REASONABLY FORESEEN HAD SUCH EXAMINATION BEEN MADE. THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AND REPORT ANY AND ALL DISCREPANCIES AND/OR UNUSUAL CONDITIONS TO THE ARCHITECT PRIOR TO FINALIZING BIDS OR COMMENCEMENT OF ANY CONSTRUCTION. 16. THE GENERAL CONTRACTOR SHALL MAKE KNOWN ANY AND ALL LIMITATIONS, EXCLUSIONS, OR MODIFICATIONS TO THE PROJECT DURING THE BID SELECTION PERIOD. ANY AND ALL LIMITATIONS, EXCLUSIONS, OR MODIFICATIONS NOT ITEMIZED IN THE BID PROPOSAL DOCUMENTS ARE PRESUMED "INCLUDED", IN WHICH CASE NO ADDITIONAL MONIES WILL BE ALLOCATED FOR THIS WORK. 17. EXISTING CONSTRUCTION AND DIMENSIONS SHOWN ARE PER EXISTING DRAWINGS. ALL EXISTING INFORMATION MUST BE VERIFIED IN THE FIELD. NEITHER THE OWNER NOR THE ARCHITECT IS RESPONSIBLE FOR ACCURACY OF EXISTING INFORMATION. EXISTING CONSTRUCTION CONDITIONS IN AREAS WHERE NEW WORK IS NOT PLANNED MAY BE NOT COMPLETELY SHOWN. 18. WITHIN ONE (1) WEEK (FIVE BUSINESS DAYS), OF THE AWARD OF THIS CONTRACT, PRIOR TO MOBILIZATION FOR ANY WORK, THE CONTRACTOR SHALL FURNISH A CONSTRUCTION SCHEDULE SHOWING CHRONOLOGICALLY THE PHASES OF THE WORK, AND ALL RELATED WORK FOR COMPLETION OF THE PROJECT. THIS SCHEDULE SHALL INDICATE ALL ORDERING LEAD TIMES, LENGTH OF TIME FOR EACH PHASE, ITS START AND COMPLEI ION, WITH A PROJECTED COMPLETION DATE. 19, THE GENERAL CONTRACTOR AND SUB -CONTRACTORS SHALL ATTEND JOB MEETINGS REQUIRED BY THIS CONTRACT. 20. ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE FIRE DEPARTMENT PRIOR TO START OF CONSTRUCTION. 21. ALL COSTS FOR INSPECTIONS AND/OR TESTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, UNO. 22. THE CONTRACTOR SHALL PAY THE EXPENSES FOR ALL TRANSPORTATION, HOISTING AND ELEVATOR USE CHARGES ON ALL MATERIALS OR EQUIPMENT TO THE POINT OF USE, AND SHALL BE RESPONSIBLE FOR ALL UNLOADING, CHECKING AND STORAGE OF THE SAME IN CONNECTION WITH THIS CONTRACT. 23. DO NOT SCALE THESE DRAWINGS; WRITTEN DIMENSIONS SHALL GOVERN. SHOULD ANY DIMENSIONAL DISCREPANCIES BE ENCOUNTERED, CLARIFICATIONS SHALL BE OBTAINED FROM THE OFFICE OF THE ARCHITECT. 24. LARGE SCALE DETAILS SHALL GOVERN OVER SMALLER SCALE PLANS AND ELEVATIONS. 25. INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURERS' RECOMMENDATIONS. ANY DIFFICULTIES ARE TO BE REPORTED TO THE ARCHITECT IMMEDIATELY. 26. THE CONTRACTOR AND EACH SUB -CONTRACTOR SHALL WARRANTY ALL WORK PERFORMED BY THEM DIRECTLY FOR A MINIMUM PERIOD OF ONE (1) YEAR, OR AS SPECIFIED IN THE CONSTRUCTION CONTRACT. ALL DEFECTS OCCURING IN THE GUARANTEED PERIOD SHALL BE CORRECTED AT NO ADDITIONAL COST. 27. THE CLIENT, ARCHITECT, CONSULTANTS AND ALL INSPECTORS FROM PERTINENT AGENCIES SHALL BE PERMITTED ACCESS TO THE JOB SITE AT ALL TIMES DURING NORMAL WORKING HOURS. 28. MINOR DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK, SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS, UNLESS OTHERWISE AGREED UPON. WHERE THE CONTRACT, CONSTRUCTION NOTES OR DRAWINGS CALL FOR ANY WORK OF A MORE STRINGENT NATURE THAN THAT REQUIRED BY THE BUILDING CODE, OR ANY OTHER ENTITY HAVING JURISDICTION OVER THE WORK, THE WORK OF THE MORE STRINGENT NATURE CALLED OUT SHALL BE FURNISHED IN ALL CASES. 29. DETAILS ARE INTENDED TO SHOW THE INTENT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUITE FIELD CONDITIONS. REQUIRED MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 30. ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER BY MECHANICS AND TRADES PERSONS SKILLED IN THEIR RESPECTIVE TRADES AND IN ACCORDANCE WITH THE BEST TRADE PRACTICES. 31. THE CONTRACTOR SHALL CONFIRM THE AVAILABILITY AND DELIVERY TIMES FOR ALL SPECIFIED MATERIALS AND EQUIPMENT REQUIRED TO PERFORM THE WORK UPON RECEIPT OF THE CONTRACT DOCUMENTS. SHOULD THE AVAILABILITY OF SPECIFIED ITEMS POSE A DELAY TO THE ON -TIME COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY AND PROPOSE AN EQUIVALENT SUBSTITUTION TO BE REVIEWED BY THE ARCHITECT IF SUCH A DELAY IS NOT ACCEPTABLE. 32, SUBSTITUTION OF ALL EQUALS SHALL BE ONLY AS APPROVED BY THE ARCHITECT. WHERE THE TERM "OR EQUAL" IS USED THE ARCHITECT SHALL BE THE SOLE JUDGE OF EQUALITY BASED UPON THE INFORMATION FURNISHED BY THE CONTRACTOR. SUBSTITUTIONS MUST BE ACCEPTED IN WRITING BEFORE THEY MAY BE USED. 33. THE CONTRACTOR SHALL PREPARE SUBMITTALS FOR REVIEW BY THE ARCHITECT, FOR ALL MATERIALS AND EQUIPMENT SPECIFIED. IF THE CONTRACTOR, THE OWNER, OR THE OWNER'S REPRESENTATIVE SUBSTITUTES A MATERIAL, METHOD OF ATTACHMENT, REVISES A CONSTRUCTION DETAIL, OR IN ANY WAY ALTERS THE WORK SUCH THAT IT NO LONGER CONFORMS TO THESE DOCUMENTS, WITHOUT THE WRITTEN ACCEPTANCE OF THE ARCHITECT, SUCH ACTION WILL RELIEVE THE ARCHITECT OF ANY RESPONSIBILITY OR LIABILITY INCLUDING, BUT NOT LIMITED TO, AESTHETIC CONSEQUENCES, SUBSEQUENT FAILURE(S) AND PERSONAL OR PROPERTY DAMAGE ATTRIBUTABLE TO THIS CHANGE. 34. REVIEW OF A SPECIFIC ITEM SHALL NOT INCLUDE REVIEW OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. 35. SUBMITTALS THAT CONTAIN EXCESSIVE ERRORS OR ARE INCOMPLETE OR INADEQUATE MAY BE RETURNED WITHOUT ACTION. COSTS INCURRED FOR THE RESULTANT DELAYS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 36. REVIEW OF SUBMITTALS SHALL NOT RELIEVE THE CONTRACTOR OF OBLIGATIONS OR RESPONSIBILITIES FOR DEVIATIONS FROM THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS, UNLESS THE ARCHITECT IS NOTIFIED AND SPECIFICALLY APPROVES OF, THE DEVIATIONS AT THE TIME OF SUBMISSION. 37. REVIEW OF SUBMITTALS SHALL NOT RELIEVE THE CONTRACTOR'S OBLIGATION FOR COORDINATION NOR WAIVE RESPONSIBILITY FOR ERRORS AND OMISSIONS IN THE SUBMITTALS, INCLUDING "FIELD MEASURE." 38. CHANGES IN THE SCOPE OF WORK OR IN CONSTRUCTION DETAILS, WHETHER DUE TO FIELD CONDITIONS OR OMISSIONS BY THE CONTRACTOR, ARCHITECT OR OWNER, SHALL BE DOCUMENTED BY THE ARCHITECT AND APPROVED, PRIOR TO EXECUTION. 39, THE PRESENCE OF A REPRESENTATIVE OF THE ARCHITECT ON THE JOB SITE DOES NOT IMPLY CONCURRENCE WITH OR THE APPROVAL OF ANY WORK. THE CONTRACTOR SHALL CALL TO THE ATTENTION OF THE ARCHITECT, IN WRITING, ALL SPECIFIC ITEMS FOR WHICH ARCHITECT'S REVIEW IS REQUIRED. 40, UPON SUBSTANTIAL COMPLETION OF WORK THE CONTRACTOR SHALL PREPARE A "PUNCHLIST" OF CORRECTIONS AND UNSATISFACTORY AND/OR INCOMPLETE WORK FOR REVIEW BY THE ARCHITECT. 41. THE CONTRACTOR SHALL MAINTAIN AT THE SITE, ONE RECORD COPY OF ALL DRAWINGS, PERMITS, SUBMITTALS AND SAMPLES ON WHICH TO RECORD ALL CHANGES DURING CONSTRUCTION. ACCESS TO THESE SHALL BE PROVIDED FOR THE USE OF ALL TRADES, CLIENT REPRESENTATIVES AND THE ARCHITECT, DURING ALL PHASES OF CONSTRUCTION. 42. DURING THE COURSE OF CONSTRUCTION, ACTUAL LOCATIONS SHALL BE INDICATED TO SCALE IN RED INK ON THE OWNERS RECORD DRAWINGS FOR ALL RUNS OF MECHANICAL AND ELECTRICAL WORK INCLUDING CONCEALED WORK WHICH DEVIATES FROM THE DRAWINGS. UPON COMPLETION OF THE PROJECT, INCLUDING ALL PUNCHLIST ITEMS, THIS INFORMATION SHALL BE NEATLY TRANSFERRED BY THE CONTRACTOR TO A SET OF DRAWINGS, WHICH SHALL BE MARKED "AS BUILT SET" AND COPIES SHALL BE PROVIDED TO BOTH THE OWNER AND THE ARCHITECT. WITHIN THREE (3) WEEKS (15 BUSINESS DAYS) OF THE RECEIPT OF THE "AS BUILT SET." APPROVAL FOR FINAL PAYMENT TO THE CONTRACTOR SHALL BE GRANTED, OR REASONABLE CAUSE SHOWN WHY SUCH APPROVAL HAS BEEN DENIED. 43, PRIOR TO THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL ASSEMBLE AND FURNISH THE CLIENT A COMPLETE SET OF MANUFACTURERS' CATALOG, OPERATING INSTRUCTIONS, START-UP CHECK LISTS, MAINTENANCE INSTRUCTIONS AND SIMILAR DATA, AS WELL AS ALL GUARANTEE(S) FOR ALL EQUIPMENT AND OPERABLE DEVICES FURNISHED OR INSTALLED BY THE CONTRACTOR UNDER THIS CONTRACT, AND SHALL ORIENT AND INSTRUCT THE PERSONNEL DESIGNATED BY THE CLIENT IN THE OPERATION OF ALL SUCH EQUIPMENT. 44. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN THE EVENT THAT MOLD OR ASBESTOS IS UNCOVERED. THE OWNER SHALL RETAIN A QUALIFIED CONSULTANT WHO SHALL ARRANGE FOR THE PROMPT IDENTIFICATION, TESTING, TREATMENT, REMEDIATION AND STORAGE OF THE MOLD OR ASBESTOS AS REQUIRED BY LAW AND GOOD CONSTRUCTION PRACTICES. THE ARCHITECT SHALL BEAR NO RESPONSIBILITY FOR WORK RELATED TO THESE MATERIALS. 45. THE CONTRACTOR IS ADVISED THAT THE PREMISE HAS NOT BEEN TESTED FOR LEAD PAINT OR OTHER POTENTIALLY HAZARDOUS MATERIALS. THE CONTRACTOR SHALL USE ALL APPROPRIATE PRECAUTIONS IN THE CARRYING OUT OF ALL CONSTRUCTION OPERATIONS WHICH MIGHT DISTURB SUCH MATERIALS. 46. ALL CONTRACTORS SHALL CARRY PROPERTY DAMAGE AND PUBLIC LIABILITY INSURANCE AS REQUIRED BY ANY GOVERNING AGENCIES HAVING JURISDICTION AND COMPLYING WITH STATUTORY REQUIREMENTS FOR DISABILITY AND WORKMEN'S COMPENSATION. A A/C A/C UNIT A/E A/V ACT ADJ AFF AHJ AHU ALT ALU M ANOD APPROX ARCH AUTO AVG B B/S BETW BEV BLDG BLK BLKG BSMT BTM BTU C CER CF CI CL CLG CLOS CLR CMU AIR CONDITIONING AIR CONDITIONING UNIT ARCHITECT/ENGINEER AUDIO VISUAL ACOUSTICAL CEILING TILE ADJACENT ABOVE FINISH FLOOR AUTHORITY HAVING JURISDICTION AIR HANDLING UNIT ALTERNATE(ING) ALUMINUM ANODIZED APPROXIMATE ARCHITECT AUTOMATIC AVERAGE BUILDING STANDARD BETWEEN BEVELED BUILDING BLOCK BLOCKING BASEMENT BOTTOM BRITISH THERMAL UNIT CERAMIC CUBIC FEET CONTROL JOINT CENTERLINE CEILING CLOSET CLEAR CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONSTR CONSTRUCTION CONT CONTR CORR CPT CT CTR CU FT D D DBL DEG DEMO DEPT DF DIAG DIAM DISP DN DR DTL DWG DWR E E EA EF EI ELEC ELEV EMERG ENCL ENGR ENTR EQ EQUIP EW EWC EXH EXIST EXP EXT F FC FCO FD FE FEC FF FHC FIG FIN FIXT FLEX FLOUR FLR FOC FOM FOS FP FPL FRTWD FT FURR FWC G GALV GC GEN GFI CONTINUOUS CONTRACTOR CORRIDOR CARPET CERAMIC TILE CENTER CUBIC FEET DEPTH DOUBLE DEGREES DEMOLITION or DEMOLISH DEPARTMENT DRINKING FOUNTAIN DIAGONAL DIAMETER DISPENSER DOWN DOOR(S) DETAIL DRAWING DRAWER EAST EACH EXHAUST FAN EXPANSION JOIN ELECTRIC(CAL) ELEVATION or ELEVATOR EMERGENCY ENCLOSURE ENGINEER ENTRANCE EQUAL EQUIPMENT EACH WAY ELECTRIC WATER COOLER EXHAUST EXISTING EXPANSION EXTERNAL or EXTERIOR FOOT CANDLES FLOOR CLEAN OUT FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FLOOR FIRE HOSE CABINET FIGURE FINISH FIXTURE FLEXIBLE FLOURESCENT FLOOR FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FIRE PROTECTIONS FABRIC PANEL FIRE RETARDENT TREATED WOOD FOOT or FEET FURRING FABRIC WALLCOVERING GALVANIZED GENERAL CONTRACTOR GENERAL or GENERATOR GROUND FAULT INTERRUPTER G GL GRD GWB GYP H H HB HC HOW HEX HM HORIZ HR HT HTG HTR HVAC HW HWY I IN INCAND INCL INFO INSUL INT J JAN CLOS JB 1ST JT K KD KIT L L LAM LAV LF LH LHR LL LONG LVL LVT M M HAL MAINT MAS MATL MAX MECH MED MEZZ MFR MIN MISC MO MTG MTL N N N/A NE NEC NEG NIC NO NOM NRC NTS NW 0 OC OCC OFF OH OPG OPP OZ P # lb °/a PART PASS PED PERF PER? PL PLAM PLAS PLYWD POS PR PREFAB PROJ PROP PSF PSI PT PTN GLASS or GLAZING GROUND GYPSUM WALL BOARD GYPSUM HIGH HOSE BIB HOLLOW CORE HARDWARE HEXAGONAL HOLLOW METAL NORIZONTAL HOUR HEIGHT HEATING HEATER HEATING VENTILATION & AIR COND. HOT WATER HIGHWAY INCHES INCANDESCENT INCLUDE(ING) or INCLUSIVE INFORMATION INSULATION INTERIOR JANITOR'S CLOSET JUNCTION BOX JOIST JOINT KNOCK DOWN KITCHEN LOW LAMINATE(D) LAVATORY LINEAR FEET LEFT HAND LEFT HAND REVERSE LIVE LOAD LONGITUDINAL LEVEL LUXURY VINYL TILE METAL HALIDE MAINTENANCE MASONRY MATERIAL MAXIMUM MECHANICAL MEDIUM MEZZANINE MANUFACTURER MINUMUM MISCELLANEOUS MASONRY OPENING MOUNTING METAL NORTH NOT APPLICABLE / NOT AVAILABLE NORTHEAST NATIONAL ELECTRIC CODE NEGATIVE NOT IN CONTRACT NUMBER NOMINAL NOISE REDUCTION COEFFICIENT NOT TO SCALE NORTHWEST ON CENTER OCCUPANCY or OCCUPANT OFFICE OVERHEAD OPENING OPPOSITE OUNCE(S) POUND PERCENT PARTIAL PASSAGE PEDESTAL PERFORATED PERPENDICULAR PLATE or PROPERTY LINE PLASTIC LAMINATE PLASTIC PLYWOOD POSITIVE PAIR PREFABRICATED PROJECT or PROJECTED PROPERTY or PROPOSAL POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PAINT PARTITION Q QT QUARRY TILE QTY QUANTITY R R or RAD RB RBR RCP RECEPT RECT REF REINF REQ'D RET REV RH RHR RM RO ROW RPM RSF RT RTU RWC S S SAN SB SC SCHED SCHEM SE SECT SF SHWR SIM SPEC SPKR SQ SQ FT SSTL ST STD STL STOR STRUCT SUSP SW SYMB SYS T T T&B T&G T'STAT TB TDB TEL TEMP TERR TG THK THRES THRU TOC TOS TOW TRANSF TYP U UC UL UNO UPS UR USF UTIL V V VAP RET VAR VB VCT VENT VERT VEST VIF VOL VTR VWC W W W/ W/O WB WC WD WF WH WP WPT WT WWF RADIUS RUBBER BASE RUBBER REFLECTED CEILING PLAN RECEPTACLE RECTANGULAR REFERENCE REINFORCING or REINFORCEMENT REQUIRED RETURN REVISE or REVISION RIGHT HAND RIGHT HAND REVERSE ROOM ROUGH OPENING RIGHT OF WAY RENTABLE SQUARE FEET RUBBER TILE ROOF TOP UNIT RAINWATER CONDUCTOR SOUTH SANITARY STONE BASE SOLID CORE SCHEDULE SCHEMATIC SOUTHEAST SECTION SQUARE FOOTAGE SHOWER SIMILIAR SPECIFICATION(S) SPEAKER SQUARE SQUARE FOOT STAINLESS STEEL STREET STANDARD STEEL STORAGE STRUCTURE or STRUCTURAL SUSPENDED SOUTHWEST SYMBOL SYSTEM TREAD(S) or TILE TOP & BOTTOM TONGUE & GROOVE THERMOSTAT TILE BASE TO BE DETERMINED TELEPHONE TEMPORARY or TEMPERATURE TERRAZZO TEMPERED GLAZING THICK THRESHOLD THROUGH TOP OF CONCRETE/CURB TOP OF STEEL TOP OF WALL TRANSFORMER TYPICAL UNDERCUT UNDERWRITER'S LABORATORY UNLESS NOTED OTHERWISE UNINTERRUPTABLE POWER SUPPLY URINAL USABLE SQUARE FOOTAGE UTILITY VOLT or VENT VAPOR RETARDER VARIES VINYL BASE VINYL COMPOSITION TILE VENTILITATION VERTICAL VESTIBULE VERIFY IN FIELD VOLUME VENT THROUGH ROOF VINYL WALL COVERING WEST or WATT WITH WITHOUT WOOD BASE WATER CLOSET (TOILET) WOOD (SOFTWOOD) WIDE FLANGE STEEL WATER HEATER WATERPROOF WORKING POINT WEIGHT WELDED WIRE FABRIC SHEET NUMBER Al 1 GRAPHIC SCALE 0 8'-0" 16'-0" 32'-0" SCALE: 1/16" = 1'-0" - SHEET NUMBER SHEET GROUP DISCIPLINE CODE NORTH ARROW PLAN NORTH INTERIOR ELEVATION TAG 1 COLUMN SYMBOL & GRID LINES DATUM POINT VERTICAL ELEVATION cik LEVEL NAME ELEVATION HT MATCH LINE 02/ A2-1 L SHEET NUMBER DETAIL NUMBER CENTERLINE SPOT ELEVATION 4161 LEVEL NAME 1"/ ELEVATION HT BREAK LINE ELEVATION DESIGNATION SHEET NUMBER LEADERS NOTES & KEYNOTE LEADER lAREA & EQUIPMENT TAG LEADER ROOM NAME & NUMBER TAG PARTITION TAG ROOM ROOM 101 102 FURNITURE TAG li EQUIPMENT TAG <XX99> KEY NOTE ALIGNMENT OBJECT STATE (E) (N) (R) (X) DOORS WINDOW TYPE TAG DRAWING REVISIONS REVISION NUMBER REVISION DELTA I NEW CONSTRUCTION TO ALIGN OR FLUSH WITH EXISTING CONSTRUCTION EXISTING TO REMAIN NEW RELOCATED EXISTING TO BE REMOVED EXISTING DOOR TO REMAIN NEW / RELOCATED / MODIFIED DOOR EXISTING TO BE REMOVED BUILDING SECTION TAG SECTION DESIGNATION SHEET NUMBER WALL SECTION TAG SECTION DESIGNATION SHEET NUMBER DETAIL SECTION TAG SECTION DESIGNATION A-0 SHEET NUMBER EXTERIOR ELEVATION TAG SECTION DESIGNATION SHEET NUMBER PARTIAL PLAN & DETAIL TAG DRAWING TITLE PLAN OR DETAIL DESIGNATION SIM SIMILAR DETAIL SHEET NUMBER TITLE DETAIL NUMBER SCALE SHEET NUMBER WALL TYPE LEGEND NOT IN CONTRACT (NIC) EXISTING CONSTRUCTION TO REMAIN NEW FULL HEIGHT PARTITION _ = EXISTING CONSTRUCTION TO BE REMOVED EXISTING GLAZING TO REMAIN - EXISTING GLAZING TO BE REMOVED EXISTING CASEWORK/FURNITURE TO REMAIN EXISTING CASEWORK/FURNITURE TO BE REMOVED FIRE EXTINGUISHER FEC SURFACE MOUNTED CABINET RECESSED CABINET WALL MOUNTED W/O CABINET PLUMBING(FIXTURES i uY/ TOILET URINAL FEC FE SINK - COUNTER MOUNTED SINK - CD WALL MOUNTED TOILET PARTITION \ / X / N X MOP - UTILITY SINK SHOWER BI-LEVEL WATER COOLER NELSON Nelco Architecture, Inc. 1200 Fifth Ave., Suite 1300 Seattle, WA 98101 (206) 408-8500 www.nelsonworldwide.com consultants Description: PERMIT REVIEW SET PERMIT SET revisions No: By: Date: DM/BK 06/27/19 CF 07/09/19 DEVELOPMENT' client JCR DEVELOPMENT 2835 82ND AVE. SE SUITE S-1 MERCER ISLAND, WA 98040 EDWARD JONES 2ND FLOOR, SUITE 230 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address GENERAL NOTES, ABBREVIATIONS & SYMBOLS sheet title 10194 REVIEWED FOR CODE COMPLIANC APPROVED JUL, 31. 2019 seal REG1 • TERED AR,IZHITECT City of Tuk h NoB:v I 19.0002269 Designer: BMT IBUILDING DI\R; P5�'' DM, BK Reviewed By: NG -Prejeet-P4anager: BMT Approved By: AS AN-2 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. (1 NELSON WORLDWIDE, LLC 2019 ALL RIGHTS RESERVED UP CONSTRUCTION PLAN LEGEND RCP GENERAL NOTES CONSTRUCTION GENERAL NOTES DWG To PDF.pc3 PenTable: _NELSON-FULL.ctb ION.dwg User: Edward Jones - Fort Dent II\DRAWINGS\ARCH\3_CD\Per A\Fort Dent II\19. me: U:\Proj\JCR Developm Date: 7/17/2019 2:37:05 PM CONSTRUCTION PLAN SCALE: 1/8" = 1'-0" ULL. 0 4' 8' 16' SCALE: 1/8" = 1'-0" FIRE HOSE REFLECTED CEILING PLAN SCALE: 1/8" = 1'-O" A 8'-9 0 4' 8' 16' SCALE: 1/8" = 1'-0" CONSTRUCTION TO REMAIN NEW B/S PARTITION PARTITION TYPE TO BE 1B, U.N.O. SEE DETAIL A9-1 DOOR TO REMAIN NEW DOOR & RELITE, SEE A9-1 i- - - NEW UPPER & LOWER CASEWORK CONSTRUCTION PLAN KEYNOTES 001 PATCH AREAS OF DEMOLITION / CONSTRUCTION AND PREP FOR NEW PAINT THROUGHOUT SUITE. 003 INSTALL DOOR CHIME AT ENTRY DOOR. CONFIRM HARDWARE IS THUMB -TURN LOCKSET, IF NOT PROVIDE INTERIOR LOCKING MECHANISMS ALTERNATIVES TO TENANT. 004 TYPE 1A WALL TO THIS EXTENT ONLY. RCP LEGEND 0 CEILING TYPE & HEIGHT GRID TO REMAIN PROVIDE NEW B/S SECOND LOOK 2 X 4 ACT TILES EMERGENCY EXIT SIGN (ARROW SHOWS DIRECTION) NEW B/S 2'X4' RECESSED LIGHT FIXTURE NEW 6" DIA. RECESSED SPOTLIGHT FIXTURE I- - EXISTING B/S 2'X4' RECESSED _J LIGHT FIXTURE TO BE REMOVED EMERGENCY LIGHTING SHOWN FOR CONCEPTUAL LAYOUT ONLY SN NEW B/S LIGHT SWITCH LIGHTING CALCULATION USING SPACE BY SPACE METHOD, ALLOWED WATTAGE IS 687 WATTS. PROPOSED WATTAGE IS 332 WATTS. PROPOSED WATTAGE IS LESS THAN ALLOWABLE PER 2015 WSEC INTERIOR LIGHTING POWER ALLOWANCE SECTION C405. PROJECT COMPLIES. REFER TO WSEC FORM SUBMITTED WITH PERMIT SET FOR SPACE BY SPACE BREAKDOWN. RCP KEYNOTES 201 REBALANCE HVAC AS NEEDED TO ACCOMMODATE NEW LAYOUT. 202 INSTALL INSULATION ABOVE CEILING AT ROOM 201. 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 ARCHITECTS REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH THE WORK. 2. WITHIN A ROOM OR AREA, THE CONTRACTOR SHALL ESTABLISH A SINGLE FLOOR ELEVATION THAT IS TO BE USED AS THE ORIGIN FOR ALL CEILING HEIGHTS ABOVE FINISHED FLOOR. 3. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL MEP/FP AND STRUCTURAL ELEMENTS. CONTRACTOR TO COORDINATE THE WORK OF ALL TRADES NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED. INSTALL DUCTWORK TIGHT TO UNDERSIDE OF BEAMS. WITH A SMALL SPACE TO AVOID VIBRATION. INSTALLATION AND/OR ALTERATION OF DUCTWORK, PIPING OR OTHER EQUIPMENT THAT WILL REQUIRE FASCIAS, SOFFITS AND OTHER TRANSITIONS IN CEILING HEIGHT SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO PROCEEDING. CONTRACTOR TO PROVIDE COMPLETE COORDINATION DRAWINGS FOR THE ARCHITECT AND ENGINEER'S REVIEW. 4. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER WITHIN ONE COVER PLATE U.N.O. 5. ALL FIXTURES AND DEVICES TO BE UNDERWRITERS LABORATORIES INC. (UL) LABELED. 6. LIGHT FIXTURES, REGISTERS, SPEAKERS, RECESSED FIXTURES AND SIMILAR CEILING ELEMENTS, AND LIFE -SAFETY DEVICES SHALL BE LOCATED IN THE CENTER OF CEILING TILE IN BOTH DIRECTIONS AND SHALL ALIGN WITH ADJACENT FIXTURES, DEVICES OR HEADS IN A RUN OR ROW, U.N.O. 7. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM, LAMPS, AND SEISMIC BRACING. 8. INSTALL LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, AND EXPOSED SURFACES, TO AVOID FIXTURE SOILING OR DAMAGE DURING CONSTRUCTION. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. 9. PROVIDE BLOCKING ABOVE CEILING REQUIRED FOR ALL CEILING MOUNTED EQUIPMENT, PROVIDE ADDITIONAL SUPPORT FOR LIGHT FIXTURES AS RECOMMENDED BY FIXTURE MANUFACTURER. 10. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHT FIXTURE LOCATIONS. 11. CONTRACTOR SHALL REPAIR AND/OR REPLACE CEILINGS WHICH ARE REMOVED TO FACILITATE PLENUM SYSTEMS INSTALLATION. 12. PROVIDE CEILING ACCESS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE. MATCH ADJACENT CEILING FINISH U.N.O. SYSTEMS AND EQUIPMENT REQUIRING ACCESS SHALL BE LOCATED AT ACCESSIBLE CEILINGS - ACCESS PANELS NOT SHOWN ON DRAWINGS SHALL NOT BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL. 13. COORDINATE SCHEDULING OF WORK WITH DATA/TELEPHONE INSTALLER. INSTALL CEILING TILES AFTER FINISH PAINTING TO MINIMIZE VOC ABSORPTION INTO THE CEILING TILES. INSTALL CEILING TILES AFTER DATA/TELEPHONE CABLES HAVE BEEN INSTALLED. 14. PATCH ALL HOLES IN EXISTING PLASTER FIREPROOFING AT BEAMS AND COLUMNS TO RESTORE THE REQUIRED FIRE RATINGS OF BEAMS AND COLUMNS (3 HR) TYPICAL THROUGHOUT. 15. ALL LIGHT FIXTURES FURNISHED BY OWNER SHALL BE U.L. APPROVED AND WHERE APPLICABLE, APPROVED BY LOCAL AUTHORITIES FOR SPECIFIED USE. 16. CEILING GRID AND TILE SHALL MATCH EXISTING. 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. 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. "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. ALL PARTITIONS ABUTTING COLUMNS ARE TO ALIGN WITH THE FACE OF THE COLUMN, U.N.O. 10, WHERE NEW PARTITIONS ABUT EXISTING SURFACES, REMOVE EXISTING CORNER BEAD AND PROVIDE SMOOTH FINISH AT INTERSECTION. 11. 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. 12. ALL EXPOSED GYPSUM BOARD EDGES TO HAVE VINYL OR METAL EDGE TRIM, 13. REFER TO THE PAR I 1 I ION TYPES FOR PARTITION THICKNESS. 14. CONSTRUCTION OF FIRE -RATED PARTITIONS, INCLUDING TAPING AND FINISHING OF GYPSUM WALLBOARD FOR FULL HEIGHT TO STRUCTURE ABOVE, SHALL BE IN ACCORDANCE WITH UL SPECIFICATIONS TO ACHIEVE RATING INDICATED. 15. WHERE PARTITIONS EXTEND ONLY TO UNDERSIDE OF SUSPENDED CEILING, SECURE THE TOP TRACK TO THE EXPOSED CEILING GRID. PROVIDE A COMPRESSIBLE GASKET BETWEEN THE TOP TRACK AND THE CEILING GRID. PROVIDE TAPABLE METAL J-BEAD AT TOP OF GYPSUM WALLBOARD, WITH NO JOINTS VARYING MORE THAN 1/8" OVER 6'-0" AND NO JOINTS GREATER THAN 3/16", U.N.O. CAULK PERIMETER AT TOP OF GWB. 16. PROVIDE GROUNDS AND BLOCKING IN METAL STUD WALL FRAMING FOR SUPPORT OF CASEWORK, SHELF -STANDARDS, A/V DEVICES, FURNITURE, ETC. ALL CONCEALED LUMBER AND BLOCKING TO BE FIRE TREATED. COORDINATE BLOCKING REQUIREMENTS WITH FURNITURE & AV INSTALLERS. WHERE BLOCKING OR ADDITIONAL STUDS ARE REQUIRED AT EXISTING PARTITIONS, THEY ARE TO BE PATCHED AND REPAIRED. SEE CONSTRUCTION PLANS FOR WALL -MOUNTED MARKERBOARD, MONITORS & PROJECTION SCREENS; PROVIDE BLOCKING PER MANUFACTURERS' REQUIREMENTS. 17. 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'-6" CLEAR ON THE STRIKE/PULL SIDE OF DOOR AND 1'-0 CLEAR ON THE STRIKE/PUSH SIDE (IF THEY HAVE BOTH A LATCH AND A CLOSER) VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS, 18. THE CONTRACTOR SHALL ESTABLISH A SINGLE FLOOR ELEVATION THAT IS TO BE USED TO SET THE TOP OF ALL DOORS SUCH THAT THE TOP OF ALL DOORS OF THE SAME HEIGHT WILL ALIGN REGARDLESS OF VARIATIONS IN THE FLOOR SLAB OR FINISHED FLOOR THICKNESS. 19. PROVIDE DOUBLE STUDS AT DOOR HEADER AND JAMBS. INSTALL ADDITIONAL STUDS IN EXISTING PARTITIONS AT NEW DOOR OPENINGS IN ORDER TO PROVIDE DOUBLE STUDS. 20. PROVIDE DIAGONAL STUD BRACING TO SLAB ABOVE @ 48" O.C. AT 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, NELSON Nelco Architecture, Inc. 1200 Fifth Ave., Suite 1300 Seattle, WA 98101 (206) 408-8500 www.nelsonworldwide.com consultants Description: No: PERMIT REVIEW SET PERMIT SET PERMIT SET REVISION 1 revisions By: Date: DM/BK 06/27/19 CF 07/09/19 BMT 07/17/19 JCR DEVELOPMENT client JCR DEVELOPMENT 2835 82ND AVE. SE SUITE S-1 MERCER ISLAND, WA 98040 EDWARD JONES 2ND FLOOR, SUITE 230 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address CONSTRUCTION AND REFLECTED CEILING PLANS sheet title REVIE Cs i OR CODE COMPLIANCE APPROVED JUL 31 2111B seal Proj. City of Tukwiikawn,BY: }1NG DlVISiF Manager: 19.0002269 DM, BK BMT Designer: BMT Reviewed By: NG 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, (E) NELSON WORLDWIDE, LLC 2019 ALL RIGHTS RESERVED DWG To PDF.pc3 PenTable: _NELSON-FULL.ctb El-A9-1_DOOR.dwg User: WINGS\ARCH\3_CD\Permit Set ort Dent II\19.02269.00-Edward me: U:\Proj\JCR Development Company\ Plot Date: 7/17/2019 DOOR AND FRAME SCHEDULE NUMBER ROOM NAME HT DOOR FRAME FIRE LABEL HDW. GROUP j NOTES SIZE WIDTH I • y 1' TYPE 201 OFFICE 3'-0" B/S F WD FR-1 -- 3 -- 202A OFFICE 3'-0" B/S ' 1 202B OFFICE 3'-0" B/S A I ' FR-1 -- 1 -- 203 BREAK 3'-0" B/S F WD - -- 15 -- PER SCHEDULE a DOOR TYPE F FLUSH PER SCHEDULE PER SCHED DOOR FRAME TYPE FR-1 DOOR, RELITE & FRAME ELEVATIONS SCALE: 1/4"=1'-0" DOOR AND FRAME GENERAL NOTES 1. UNDERCUT THE BOTTOMS OF DOORS TO CLEAR THE TOP OF FINISHED FLOOR, BY [1/41 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 OWNERS REQUIREMENTS AND BUILDING STANDARDS. 4. AT EXIS I 1NG 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'-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 HI I I ING THE COAT HOOK. HARDWARE GROUPS EXISTING GALV. STEEL DEEP LEG DEFLECTION DEFLECTION TRACK. ANCHOR TO STRUCTURE WITH HILTI X-U (OR XU15) UNIVERSAL KNURLED SHANK POWDER DRIVEN FASTER WITH MIN. 1" EMBEDMENT @ 16" O.C. GALV. (FOLLOW MANUFACTURER'S INSTRUCTIONS). SCHEDULED CEILING TILE & GRID STRUCTURE LATERAL BRACING TENANT WALLS (NO CASEWORK) �8' MAX 8' MAX 8' MAX 8' MAX 8' MAX 8' MAXI 2' MAX II (2) #10 SCREWS LATERAL BRACING PER DETAIL NOTES: ABOVE (TYP.) 1. LATERAL BRACING IS TO BE INSTALLED ON TENANT PARTITIONS AT 8 FT. O.C. EXCEPT AT INTERSECTIONS WITH WALLS AT LEAST 4 FT. LONG. (PER TYP. PART. PLAN) 2. TEMPORARY ATTACHMENT OF PARTITION TOP TRACK TO THE GRID IS PERMITTED TO ALIGN AND SET THE WALL UNTIL PERMANENT BRACING IS PROVIDED. REMOVAL OF THE TEMPORARY HOLDING SCREWS IS UP TO THE DISCRETION OF THE SPECIFIC LOCAL BUILDING OFFICIAL. CONTRACTOR TO VERIFY. 3, PROVIDE BRACING AT ANY PERMANENTLY PARTITION THAT IS NOT ATTACHED TO CEILING GRID. STRUCTURE ABOVE PARTITION HEAD BRACING DETAILS SCALE: NOT TO SCALE GROUP 1 - PASSAGE SET - SINGLE DOOR (interior, non -lockable, non -rated) GROUP 3 - OFFICE LOCKSET - SINGLE DOOR (interior, locking both sides: key/thumb turn) GROUP 15 - STORAGE ROOM LOCKSET W/ CLOSER - SINGLE DOOR (locks automatically, unlocks with key: outside) 1A 1B GALV. STEEL DEEP LEG DEFLECTION TRACK. ANCHOR TO STRUCTURE WITH HILTI X-U (OR XU15) UNIVERSAL KNURLED SHANK POWDER DRIVEN FASTENER WITH MIN. 1" EMBEDMENT © 16" O.C. (FOLLOW MANUFACTURER'S INSTRUCTIONS). HOLD GYP. FASTENERS BACK 2-1/2" FROM EDGE. EXISTING STRUCTURE SLOTTED DEEP LEG DEFLECTION TRACK METAL STUD EXISTING STRUCTURAL DECK 3" SOUND ENCAPSULATED ATTENUATION BLANKET, REQ'D 24" BEYOND BOTH SIDES OF PARTITION @ ACOUSTICAL PARTITION SUSPENDED CLG. TEE 1/4" NEOPRENE COMPRESSIBLE GASKET (CONTINUOUS) BETWEEN STUD TRACK AND CLG (ADHERE TO TRACK) REFER TO REFLECTED CEILING PLAN METAL EDGE TRIM (200-B) FOR MTL STUD SPACING REFER TO STUD SIZE CHART. 1 LAYER, 5/8" GWB, BOTH SIDES. SOUND ATTENUATION BLANKET (FULL STUD DEPTH), REQ'D @ 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 NON -RATED; U.O. CLG - 3 5/8" STUDS NON -RATED; U.O. CLG W/ ACOUS. INSUL. - 3 5/8" STUDS PARTITION TYPE 1A & 1B 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, "6005162-54": 600 = 6" MEMBER DEPTH, S = CSJ (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); 8" = (800) COMPOSITE NON-STRUCTURAL METAL FRAMING LIMITING HEIGHT CHART Gauge 25 ga 22 ga 20 ga 20 ga 18 ga & mil: 18 mil 127 mil 30 mil 33 mil 43 mil Stud Size 2-1/2" (250) 3-5/8" (362) 6" (600) 8" (BOO) [Spacing O.C. 24" 16" 12" 16 ga 54 mil LIMITING HEIGHTS *Note #1 11'-3" 12'-2" 12'-10" 13'-11" 14'-2" 1 15'-4" 24" 16" 12" 24" 16" 12" 24" 16" 12" 13'-2" 14'-5" 15'-2" 16'-6" 16'-8" 18'-2" 12'-7" 12'-5" 14'-5" 14'-3" 15'-10" ! 15'-8" 14'-6" 16'-7" 18'-3" 16'-4" j 21'-3" 21'-6" 2- 2'-3" 25'-7" 27'-0" 20'-1" 24.-4" 24'-7" 25'-6" 28'-3" j 30'-0" 22'-9" 26'-9" 27'-1" 28'-1" 30'-7" 32'-6" 15'-3" 16'-3" 17'-5" 18'-0" 19'-2" 19'-7" / 30'-6" 32'-6" 34'-4" 36'-8" 37'-6" 40'-0" 14ga 68 mil 28'-9" 32'-0" 34'-8" 35'-9" 39'-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 1 25 ga 22 ga 20 ga 20 ga 18 ga 16 ga 14 ga & mil 118 mil 27 mil 30 mil 33 mil 43 mil 154 mil 68 mil Stud Size 2-1/2" (250) pacing O.C. LIMITING HEIGHTS *Note #1 24" 16" 12" 8'-3"^ f 9'-10' 9'-7"^ 11'-3" 10'-6'^ 12'-5' 3-5/8" (362) 6" (600) 8" (800) 24" 16" 12" 24" 16" 12" 24" 16" 12" —j- 10'-2 10'-6" 11'-7 12'-0" 12'-9 13'-2" 9'-3" 12'-5" 13'-4" 11'-4" 1 15'-0" 15'-6" 13'-1" 16'-6" 17'-0" 17'-6"* 18'-10" 121'-6"* 22'-11" 24'-4"* 25'-2" 14'-0" 16'-0" 17'-7" 15'-3" 16'-4"# 17'-5"# 1 17'-5" 1 18'-8"# 9'-11"# 19'-2" 20'-6"# 71'-11"# 20'-6" 23'-9" 26'-2" 22'-10' 26-1" 28'-9" 24'-6" 26'-2" 28'-0" 30'-0" 30'-10" 28'-8" / 32'-9" 36'-1" 31'-1" 35'-7" 39'-2" 33'-0" 33'-4" 38'-1" 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". NELSON Nelco Architecture, Inc. 1200 Fifth Ave., Suite 1300 Seattle, WA 98101 (206) 408-8500 www.nelsonworldwide.com consultants Description: No: By: Date: PERMIT REVIEW SET DM/BK 06/27/19 PERMIT SET PERMIT SET REVISION revisions CF 07/09/19 1 BMT 07/17/19 JCR DEVELOPMENT client JCR DEVELOPMENT 2835 82ND AVE. SE SUITE S-1 MERCER ISLAND, WA 98040 EDWARD JONES 2ND FLOOR, SUITE 230 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address DOOR SCHEDULE, DOOR & FRAMES, AND PARTITIONS sheet title REVIEWED FO CODE COMPLIANC APPROVED AIL 31 2019 seal City of TO€ w ILDING D 101 EG,ALL TATE OF WASI'#N/3TON 19.0002269 Designer: BMT DM, BK Reviewed By: NG Project Manager: BMT Approved By: AS A9-1 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 LAY -IN LIGHT FIXTURE - Paper Size:ARCH FULL BLEED D (24.00 X 36.00 INCHES) DWG TO PDF.PC3 Pen Table; NELSON-F NY TOSHI De CEILINGS.dwg User: Plot Date: 7/15/2019 1:21 PM File Name: U:\Proj\JCR Development Company\WA\Fort Dent II \19.02269.00-Edward Jones - Fort Dent II \DRAWINGS\ARCH \3_CD\Permit Set\FDII-EJ-A9 6'-0" MAX 12'-0" MAX I MAX Jo 4 4 Q EP- R,ai 9 >./ 8" MAX OR 1/4 THE LENGTH OF THE BEAM/CROSS TEE WHICHEVER IS LESS 9 0 - ADDITIONAL CROSS TEES WHERE 2'-0" X 2'-0" GRID OCCURS CROSS TEES AT 2'-0" OC -- MAIN BEAMS AT 4'-0" OC 12 GAUGE VERTICAL HANGER WIRES AT 4'-0" OC MAX TYP 12 GAUGE HANGER WIRES AT PERIMETER TYP (4) DIAGONAL BRACE WIRES AT 12'-0" X 12'-0" GRID MAX, SEE DETAIL WALL ANGLE, TYP WALL ANGLE, TYP ACOUSTICAL CEILING SUSPENSION SYSTEM, DIAGRAMATIC PLAN Scale: 1/8" = 1'-0" 8" MAX OR 1/4 OF LENGTH OF END CHANNEL WHICHEVER IS LESS (AT UNATTACHED WALLS) PROVIDE 3/4" CLEAR FROM WALL TO END OF RUNNER RETAINING CLIP 3/4" (AT ATTACHED WALLS) SCREW TIGHTENED THROUGH MAIN RUNNER WEB RESTRICTING SEPARATION FROM WALL MOLDING WALL ANGLE, 2" DEEP AT FREE STANDING SIDE. GRID CONNECTIONS, TYPICAL DETAIL Scale: 3" = 12 GAUGE HANGER WIRE - SPLICE SHALL BE A 1.50t THRU CONNECTION (SNAP CONNECTIONS ARE UNACCEPTABLE) - HEAVY DUTY MAIN BEAM CROSS TEE 6" 4'-0" 8'-0" 8'-0" 4'-0" ---/ --/ —/ / / 'Zr, //, -MAX. MAX. MAX. MAX. -- 7/8" 26 GA MIN HAT CHANNELS ., _T________o____ ...._____Eb_ar__q) AT 2'-0" OC MAX. 4? - -,- 4 - MAIN RUNNER: 1 1/2" CHANNELS AT ki- I 4'-0" OC MAX. e e - #12 GAUGE HANGER WIRES AT PERIMETER, TYP. #12 GAUGE VERTICAL HANGER WIRES AT 4'-0" OC MAX. TYP. (4) DIAGONAL BRACE WIRES AT 8'-0" X 12'-0" GRID MAX., SEE DETAIL. 9 GYP BOARD CEILING SUSPENDED SYSTEM, DIAGRAMATIC PLAN A9-3 Scale: 1/8" = 1'-0" PARITION / STRUCTURAL ELEMENT 1 1/4" MIN EMBEDED @ CONCRETE 2 1/4" X 7/8" X GA GALVANIZED ANGLE WITH #8 SMS @ 16" OC OR .145 DIA SHOT PINS @ 16" OC @ CONCRETE WALL 1 1/4" MINIMUM EMBEDED 8" MAX OR 1/4 OF LENGTH OF THE END RUNNER WICHEVER IS LESS 1/2" MIN /_ - WIRES 8 GA HANGER WIRE WITH 3 TURNS WITHING 1 1/2" - 1 1/2" X 1.12 #/FT MINIMUM MAIN RUNNER @ 4'-0" OC MAX - (1) S12 SMS @ EACH CHANNEL 7/8" 26 GA MINIMUM HAT CHANNEL GPM BOARD TAPE ALL JOINTS AND FINISH AS SPECIFIED _ -- WALL FINISH -- GYP BOARD PERIMETER PERPENDICULAR TO RUNNER Scale: 6" = 1'-0" HEAVY DUTY MAIN RUNNER - HEAVY DUTY CROSS RUNNER NOTES: LATERAL BRACING FOR SUSPENDED CEILING MUST BE PROVIDED PER CURRENT CODES, WHERE CEILING LOADS (INCLUDING LIGHT FIXTURES) ARE TO BE TAKEN AS NOT LESS THAN 4# PER SQ. FOOT & NOT SUPPORTING INTERIOR PARTITIONS. CEILING BRACING SHALL BE PROVIDED BY FOUR No 12 GAUGE WIRES SECURED TO THE MAIN RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM THE PLANE OF THE CEILING. THESE HORIZONTAL RESTRAINT POINTS SHALL BE IN BOTH DIRECTIONS, WITH THE FIRST POINT WITHIN 4'-0" FROM WALL. ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. INSTALL TWO ADDITIONAL WIRES AT OPPOSITE CORNERS (MAY BE SLACK) OF LIGHT FIXTURE HOUSING AND ATTACHMENT OF CEILING REGISTERS WITH SAME. START OF WIRE TO BE NO LESS THAN 8 INCHES FROM PERIMETER WALL. TYPICAL 12 GAUGE HANGER WIRE I HEAVY DUTY MAIN RUNNER - ATTACH FIXTURE HOUSING TO CEILING SYSTEM WITH SELF TAPPING METAL SCREWS ONE AT EACH CORNER LIGHT FIXTURE INSTALLATION Scale: 3" = 1'-0" STRUCTURE ABOVE AS° - 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 SUSPENDED CEILING SEISMIC BRACING Scale: 1 1/2" 1'-0" BOTTOM OF STRUCTURE ABOVE - 16 GA. METAL TRACK - 0 j 5/8" TYPE 'X' GYPSUM BOARD OVER 7/8" METAL FURRING AT 24" ON CENTER TYPICAL SEISMIC GYPSUM BOARD CEILING MAIN BEAM J 1 1/2° CHANNEL AT 12'-0" O.C. EACH DIRECTION FOR LATERAL BRACE 10 GA HANGER WIRE 4 WAY 45 DEGREE 12 GA. WIRE BRACING AT EACH LATERAL BRACING CHANNEL 1 1/2" CARRYING CHANNEL AT 4'-0" D.C. A9-3 Scale: 3" = 1'-0" ii 1/2" 8" MAX OR 1/4 OF LENGTH OF THE END RUNNER WHICHEVER IS LESS PARTITION / STRUCTURAL ELEMENT 1 3/8" X 7/8" X GA GALVANIZED ANGLE WITH ATTACHMENT TO STRUCTURE NOT FINISH WITH (1) #8 SMS @ 16" OC OR SHOT .145 DIA PIN @ 16" OC @ CONCRETE \ WALL 1 1/4" MINIMUM EMBEDED MIN (1) S-12 SMS @ EACH CHANNEL 8 GA HANGER WIRE WITH 3 TURNS WITHIN 1 1/2" 1 1/2" X 1.12 4/FT MINIMUM, MAIN RUNNER @ 4'-0" OC MAX 7/8" 26 GA MINIMUM HAT CHANNEL GYP BOARD TAPE ALL JOINTS AND FINISH AS SPECIFIED - WALL FINISH GYP BOARD PERIMETER PARALLEL TO RUNNER Scale: 6" = 1'-0" 3" 4, 3" 12 GAUGE HANGER WIRE CEILING SEISMIC JOINT Scale: 6" = 1'-0" 4 - #12 GA SEISMIC SPLAY BRACE WIRES 2 - #12 14 GA SCREWS @ STUDS TO T-BAR MAIN RUNNER - MAIN RUNNER EXPANSION SLEEVE MTL STUD COMPRESSION STRUT FOR SIZE & NO SEE SCHED BELOW. ATTACH @ PURLIN ABOVE W/ 2#8 SHT MTL SCREWS. DO NOT ATTACH TO STIFFENERS. 45° TYPICAL •• • ••••• I 45° TYPICAL CROSS TEE STUD SIZE 1-5/8" x 20 GA SS 2-1/2" x 20 GA SS 3-1/2" x 20 GA SS MAX. HT OF COMPRESSION STRUT SINGLE STUD 7'-8" 7.-7" 7'-4" DOUBLE STUD 1 l'-8" 16'-6" 22'-9" 8005200-54 29'-0" 1-5/8" x 20 GA WC 10'-0" 11'-6" * ATTACH DOUBLE STUD WEB TO FLANGE W/ #6 SCREW @ 18" OC COMPRESSION STRUT DETAIL - OVER 12' Scale: 3" = 1'-0" COMPRESSION STRUT: STEEL SECTION WITH L/R RATION OF 200 MAXIMUM. ATTACH TO MAIN RUNNERS WITH 1/4" MB AND TO STRUCTURE WITH 3/16" DIA POWDER -DRIVEN STUD. COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE. TYPICAL 12 GA. HANGER WIRE SET IN CONCRETE SLAB ABOVE COMPRESSION STRUT PER SF GEN APPROVAL 301 R-28-2 - TWO 12 GA. SPLAY WIRES AT 45° PARALLEL TO CROSS TEES - LOCKING CROSS TEES AT 4'-0" OC TYPICAL CONDUIT SCHEDULE UP TO 4' LONG: 4' TO 5' LONG: 5' TO 8' LONG: 8' TO 12' LONG: 3/4" DIA CONDUIT 1" DIA CONDUIT 1 1/2" DIA CONDUIT 2" DIA CONDUIT Ait MAIN TEES AT 4'-0" O.C. - COMPRESSION STRUT DETAIL - 12' MAX Scale: 3" = 1'-0" *SHOT IN ANCHORS NOT ALLOWED FOR BRACING WIRES , I ANGLE CLIP - PINNED TO CEILING STRUCTURE AND BOLTED TO VERTICAL COMPRESSION BRACE COMPRESSION STRUT MFR. DONN, SEE CEILING BRACING DETAIL FOR SPACING REQUIREMENT A TWO 12 GA SPLAY WIRES AT / 45° PARALLEL TO MAIN TEES STRUCTURAL CONCRETE OR STEEL DECK (SEE GENERAL NOTE 17 FOR WOOD STRUCTURE) STEEL STRAP 1" WIDE X 2" LONG X 12 GAUGE MINIMUM 4 TIGHT TURNS, MIN SPLAYED SEISMIC BRACING WIRE HILTI X-U (OR XU15) UNIVERSAL KNURLED SHANK POWDER DRIVEN FASTENER W/ MIN 1" EMBEDMENT @ 16" OC PER MANUFACTURER'S INSTRUCTIONS CEILING CLIP "HILII" OR EQUIVALENT (12 GAUGE X 3/4" WIDE MIN) 3 TIGHT TURNS, MIN VERTICAL HANGER WIRE CEILING HANGER WIRE TO STRUCTURE Scale: 3" = 1'-0" TYPICAL HANGER WIRES AT 4'-0" OC 1 1/4" 6' LENGTH r RFQ - 4' 0.24IN - 1581U20 2501U20 3501U20 0.36IN 4001U20 STRUT 0 NELSON Nelco Architecture, Inc. 1200 Fifth Ave., Suite 1300 Seattle, WA 98101 (206) 408-8500 www.nelsonworldwide.com consultants Description: PERMIT REVIEW SET PERMIT SET revisions No: By: Date: DM/BK 06/27/19 CF 07/09/19 JCR DEVELOPMENT client JCR DEVELOPMENT 2835 82ND AVE. SE SUITE S-1 MERCER ISLAND, WA 98040 EDWARD JONES 2ND FLOOR, SUITE 230 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address TYPICAL CEILING DETAILS (FOR REFERENCE) sheet title 10 REVIEWED FO CODE COMPLIAN APPROVED JUL 31 2019 seal liPPCity trotA DING 0.382 0.380 8' 0,48IN C3 5/8xC20 0.594 10' 0.60IN C3 5/8xC20 0.594 1 5/8- " * STUDS & PROPERTIES AS LISTED BY M.S.M.A. .0002269 Designer: BMT DM, BK Reviewed By: NG BMT Approved By: AS A9-3 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK, THE PROIECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, LLC 2019 ALL RIGHTS RESERVED