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Home My WebLink AboutPermit D18-0266 - LOZANO IMMIGRATION LAW - INTERIOR TENANT IMPROVEMENTLOZANO IMMIGRATION LAW 16400 SOUTHCENTER PKWY UNIT 306 D18-0266 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2623049021 Permit Number: D18-0266 16400 SOUTHCENTER PKWY Unit306 Project Name: LOZANO IMMIGRATION LAW Issue Date: 9/24/2018 Permit Expires On: 3/23/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: RADOVICH PROPERTIES LLC 2835 82ND AVE SE STE S 1, MERCER ISLAND, WA, 98040 LINDA DUCEY Phone: (206) 408-8500 1200 FIFTH AVE, STE 1300, SEATTLE, WA, 98101 D P INC GENERAL CONTRACTORS Phone: (206) 361-2989 19936 BALLINGER WAY NE , SEATTLE, WA, 98155 DPINCGC066BU Expiration Date: 1/31/2020 JCR DEVELOPMENT 2835 82ND AVE SE #S-1, MERCER ISLAND, WA, 98040 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENTS TO AN EXISTING OFFICE SUITE ON THE THIRD FLOOR. PROVIDING CONSTRUCTION OF NEW PARTITIONS, DOORS, AND CASEWORK, AND RELOCATION OF EXISTING LIGHT FIXTURES. NO STRUCTURAL WORK AND NO ALTERATIONS TO THE BUILDING CORE. Project Valuation: $40,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: IIA Electrical Service Provided by: TUKWILA Fees Collected: $1,508.07 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA 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 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development pe = d agree to the con • itions at t: hed to this permit. La. to Signature: Print Name: Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any 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 on satisfactory completion of this requirement. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 16: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 13: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 14: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 15: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 17: Maintain fire extinguisher coverage throughout. 18: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 19: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 20: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 21: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1010.1.9.1) 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 be done in accordance with applicable standards. (IFC 901.4) 23: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 22: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 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. 28: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 27: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 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. 32: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 24: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 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 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. TD / & - d dfQ Project No. Date Application Accepted: (9& la-y f t p - 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: 16400 Southcenter Parkway Tenant Name: Lozano Immigration Law King Co Assessor's Tax No.: 262304-9021 Suite Number: 306 Floor: 3rd floor PROPERTY OWNER Name: John C. Radovich Development Co. Address: 2385 82nd Ave. SE, suite #S-1 City: Mercer Island State: WA Zip: 98040 CONTACT PERSON — person receiving all project communication Name: Linda Ducey Address: 19936 Ballinger Way NE Address: 1200 Fifth Ave., Suite 1300 Phone: (206) 361-2989 Fax: City: Seattle State: WA zip: 98101 Phone: (206) 408-8500 Fax: City: Seattle State: WA Email: LDucey@nelsononline.com Phone: (206) 408-8500 Fax: GENERAL CONTRACTOR INFORMATION Company Name: DP Inc - General Contractors Address: 19936 Ballinger Way NE City: Seattle State: WA Zip: 98155 Phone: (206) 361-2989 Fax: Contr Reg No.: DPINCGC066BU Exp Date: 01/31/2018 Tukwila Business License No.: BUS -0994280 H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: ® Yes .. No ARCHITECT OF RECORD Name: JCR Development Company Name: Nelson Company Name: Architect Name: Mark Evans Address: 1200 Fifth Ave., Suite 1300 City: Seattle State: WA zip: 98101 Phone: (206) 408-8500 Fax: Email: MEvans@nelsononline.com State: ENGINEER OF RECORD Name: JCR Development Address: 2835 82nd Ave. SE, #S-1 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: JCR Development Address: 2835 82nd Ave. SE, #S-1 City: Mercer Island State: WA Zip: 98040 Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 40,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Interior tenant improvements to an existing office suite on the third floor. Providing construction of new partitions, doors, and casework, and relocation of existing light fixtures. No structural work and no alterations to the building core. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forns-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bb Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l `t Floor 0 2nd Floor 0 Std Floor - 13,774 770 0 0 II -A sprinkler B- office Floors thru 0 Basement 0 Accessory Structure* 0 Attached Garage 0 Detached Garage 0 Attached Carport 0 Detached Carport 0 Covered Deck 0 Uncovered Deck 0 PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq 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? ❑ Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forns-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bb Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut 0 ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer 0 ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation ❑ .. Right-of-way Use - Profit for less than 72 hours 0 .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storni Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut 0 .. Looped Fire Line Domestic Water ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation 0 .. Utility Undergrounding ❑ ...Permanent Water Meter Size... IIWO # 0 ...Temporary Water Meter Size .. WO # 0 ...Water Only Meter Size IIWO # 0 ...Deduct Water Meter Size 0 ...Sewer Main Extension Public 0 Private 0 0 ...Water Main Extension Public ❑ Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:WpplicationsWorms-Applications On Line \2011 Applications\Pcrmit 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 limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: Print Name: Mailing Address: 2385 82nd Ave. SE., suite 300 H:Wpplications\Forms-App:ications On Linc\2011 Applications\Permit Application Rcviscd - 8-9-11.docx Rcviscd: August 2011 bh Date: Day Telephone: (206) 267 606 Mercer Island WA City State 98040 Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,508.07 D18-0266 Address: 16400 SOUTHCENTER PKWY 501 Apn: 2623049021 $1,508.07 Credit Card Fee $43.92 Credit Card Fee R000.369.908.00.00 0.00 $43.92 DEVELOPMENT $1,421.82 PERMIT FEE R000.322.100.00.00 0.00 $846.56 PLAN CHECK FEE R000.345.830.00.00 0.00 $550.26 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $42.33 TECHNOLOGY FEE R000.322.900.04.00 TOTAL FEES PAID BY RECEIPT: R15246 0.00 $42.33 $1,508.07 Date Paid: Friday, August 24, 2018 Paid By: JOHN C RADOVICH LLC Pay Method: CREDIT CARD 96965G Printed: Friday, August 24, 2018 12:44 PM 1 of 1 CRWSYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 08/24/2018 12:43:19 PM CREDIT CARD SALE VISA CARD NUMBER: **********3866 K TRAN AMOUNT: $1,508.07 APPROVAL CD: 96965G RECORD #: 000 CLERK ID: Laurie Thank you! Customer Copy Page 2 of 2 https ://classic. convergepay. com/V irtualMerchant/transaction. do?dispatchMethod=printTra... 8/24/2018 INSPECTION NO. INSPECTION RECORD Retain a copy with permit b rS-ozW, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: d t �T ,A iesiettriso Type of Inspection:LoZ,, M-10 Address: /6100 SMIlefifv[e.- Date Called: tj Special Instructions: it ul(1.1� �T�O� V Date Wanted: tO - 3l- zao a.m. P.m. Requester: -it Al Phone No: 206 -5o3- /130 Approved per applicable codes. Corrections required prior to approval. COMMENTS: * J3t4:1c1 ;A/ A'Ab4Z, Inspector: 3,e-0 Date:, /3 / Awe REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 b)$'-0210 (p Project: 4OZ/ /44// ?)111r7ry Type of inspection: Xli 1/116 Address: /6,00 Seav /i!/T '- oft-I_L- @a, fLr/KANc-- .<)4(.0s /f/'-r-r._ itirOvi Date Called: Special Instructions: 01/7— gin& Date Wanted:a.m. /D /0It3 p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: o14- .(4 IRS cb" '' ul - 0K— 51Ji re/1104D et., Lula- /i!/T '- oft-I_L- @a, fLr/KANc-- .<)4(.0s /f/'-r-r._ 1...,e7-- 25f0% UA) 771- 1- Pi_ali,5/� 6 - RO1)&(1-inY ,1frpsVAO Inspector: ! Date: JD -I le -/e REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:)Type Sprinklers: Fire Alarm: Hood & Duct: of Inspection: - r.p_ Ci►c.,---- Address:,� Suite #: o-(0 ' p6„,, 4 3r* Contact Person: Special Instructions: /vE! S f'14 Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: .— /ti S/ `7 /vE! S f'14 --4471--i'r or, ,e,p/,4--, ..,4-,-, C!1-1 /.,i/ ft'( U Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:` 4Z 3 Date: /0%70h 9 Hrs.: /, 0 / / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit .b18—nzr� 18 -5-191. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: i 0 2,Acvvo /491 i -PL. ✓� Type of Inspection: 41 ila r r . Suite #: �JAdd ess 1V(th cC 1916,0 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector i . s3 Date: to IL3 he Hrs.: i cd $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0266 DATE: 08/24/18 PROJECT NAME: LOZANO IMMIGRATION LAW SITE ADDRESS: 16400 SOUTHCENTER PKWY - SUITE 306 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division J/A- sa- -t Public Works kt" /NA, q --S , 0 Fire Prevention Structural PSP 611l� (� Planning Division n Permit Coordinator 11 PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 08/28/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 09/25/18 Approved Corrections Required n Approved with Conditions n nDenied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW ❑ Staff Initials: 12/18/2013 D P INC GENERAL CONTRACTOR Home Espafiol Contact Safety & Health Claims & Insurance 0 Washington State Department of Lab©r & Industries Search L&I Page 1 of 2 .A -Z Index help My LC1 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 License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. DPINCGC066BU Effective — expiration 01/31/1994— 01/31/2020 Bond Merchants Bonding Co (Mutual) $12,000.00 Bond account no. WA28622 Received by L&I Effective date 12/27/2012 01/31/2013 Expiration date Until Canceled Bond history Insurance Continental Western Ins Co Policy no. CPA6015605 $1,000,000.00 Received by L&I Effective date 08/21/2018 09/15/2016 Expiration date 09/15/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601515833&LIC=DPINCGC066BU&SAW= 9/21/2018 J J LL LL z 0 J W Z 25 iv c u: 0 a o� u 0 0 r— m 73 w 1- LOZANO IMMIGRATION LAW OFFICE TENANT IMPROVEMENT 3RD FLOOR, SOUTHCENTER PLACE BUILDING 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 WAYS SEA -TAC INTERNATIONAL AIRPORT STRANDER SOUTHCENTER PLACE 1� LOCATION MAP 1!1\1-0 0 TRUE NORTH 36 > w H z w U O G7 STRANDER BLVD 233 111111 11 111111111[ 111111111 1111IL L SOUTHCENTER PLACE 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 II III 111111111 IL I I I I I I I I I I fll I I I I I I I If] ED \1J PROJECT TRUE NORTH NORTH BUILDING INFORMATION SITE ADDRESS: PARCEL NUMBER: LEGAL DESCRIPTION: ZONING: BUILDING DESCRIPTION: DATE OF CONSTRUCTION: CONSTRUCTION TYPE: FIRE PROTECTION: NUMBER OF STORIES: 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 262304-9021 PARCEL 1 OF CITY OF TUKWILA REVISED SHORT PLAT #77-51-55 AKA BIA #3-79 REC #7904180861 SD PLAT DAF - POR SE 1/4 OF NW 1/4 BEG AT MONUMENTAL INTSN OF CIL'S OF SOUTHCENTER PARKWAY 57TH AVE S & STRANDER BLVD S 164TH ST TH S 8-45-5 E 325.05 FT TH S 0-25-58 E 30 FT TO AN INTSN WITH S MGN SD STRANDER BLVD & TPOB TH CONTG S 0-25-58 E 200 FT TH S 89-45-58 E 350 FT TH S 0-25-58 E 1093.20 FT TH N 89-43-19 W 626.31 FT TO E MGN SOUTHCENTER PARKWAY TH N 0-57-48 W 1241.85 FT TO A PT =OF CURVE TH NLY & ELY ALG ARC OF CURVE TO RGT RAD 50 FT THRU CIA = 91-11-50 79.53 FT TO S MGN STRANDER BLVD TH S 89-45-58 E 237.72 FT TO TPOB LESS POR OF SD PAR 1 FOR ST UNDER REC NO 8310250922 LESS RD PER SUP COURT #09-2-19459-9 KNT TUC 5 -STORY OFFICE BUILDING WITH SURFACE PARKING 1979 II -A FULLY SPRINKLERED (NO CHANGES) 5 BUILDING TOTAL FLOOR AREA: 64,725 SF (NO CHANGES) Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 CP,n,^ _ Tin' E .Uri TD ;‘-'011: ,EM"cchanical ,dPr Iccct;ical umbing IJ Gus Piping City of Tukwila 13.1)1LrMG pIVISION PROJECT DESCRIPTION TENANT IMPROVEMENT TO EXISTING TENANT SUITE #306 ON THE 3RD FLOOR OF AN EXISTING 5 -STORY OFFICE BUILDING FOR OFFICE USE TO INCLUDE: CONSTRUCTION OF NEW PARTITIONS, DOORS, AND CASEWORK. APPLICABLE CODES BUILDING: EXISTING BUILDING: FIRE: PLUMBING: MECHANICAL: GAS PIPING: ELECTRICAL: !941)f1 ENERGY: ACCESSIBILITY: INDOOR AIR QUALITY: 2015 INTERNATIONAL BUILDING CODE IBC) 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2015 INTERNATIONAL FIRE CODE (IFC) 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL FUEL GAS CODE (IFGC) NATIONAL ELECTRICAL CODE (NEC) 2015 WASHINGTON ENERGY CODE (WAEC) ICC/ANSI 117.1-2009 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 2015 WASHINGTON INDOOR AIR QUALITY CODE (WAIAQC) PROJECT DIRECTORY TENANT: BUILDING REPRESENTATIVE: ARCHITECT: LOZANO IMMIGRATION LAW JCR DEVELOPMENT COMPANY 2385 82ND AVE., SE, SUITE 300 MERCER ISLAND, WA 98040 PHONE: (206) 267-6060 EMAIL: rebeccadavidson@jcrdevco.com CONTACT: REBECCA DAVIDSON NELSON 1200 5TH AVENUE, SUITE 1300, SEATTLE, WA 98101 PHONE: 206-408-8500 EMAIL: LDUCEY©nelsononline.com CONTACT: LINDA DUCEY FILE COP7 Penn!' Flo. D ' W('°(a Plan review e; :r37r,j 13 su oct to en -ors end c::colons. Approval of coi<strurtion Comments Coos nci au'c;ic;iza the violation of a 'opted coda o ordinamcn ncccipt of approved Fid • ty and cone, s is ac;,, By:�i,�,,�. Date* ArialG ty of ukwila BUILDING DIVISION consultants Description: PERMIT REVIEW SET PERMIT SET PERMIT REVIEW SET PERMIT SET - FINAL No: By: SG BMT BMT BMT REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division NOTE: Revisions will require a new plan submrttal and may include additional plan review fees DRAWING INDEX PROJECT AREA SUITE AREA FLOOR AREA FLR 3 770 SF 2,569 (NO CHANGES) 13,774 (NO CHANGES) APPLICABLE CODES BUILDING: EXISTING BUILDING: FIRE: PLUMBING: MECHANICAL: GAS PIPING: ELECTRICAL: !941)f1 ENERGY: ACCESSIBILITY: INDOOR AIR QUALITY: 2015 INTERNATIONAL BUILDING CODE IBC) 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2015 INTERNATIONAL FIRE CODE (IFC) 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL FUEL GAS CODE (IFGC) NATIONAL ELECTRICAL CODE (NEC) 2015 WASHINGTON ENERGY CODE (WAEC) ICC/ANSI 117.1-2009 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 2015 WASHINGTON INDOOR AIR QUALITY CODE (WAIAQC) PROJECT DIRECTORY TENANT: BUILDING REPRESENTATIVE: ARCHITECT: LOZANO IMMIGRATION LAW JCR DEVELOPMENT COMPANY 2385 82ND AVE., SE, SUITE 300 MERCER ISLAND, WA 98040 PHONE: (206) 267-6060 EMAIL: rebeccadavidson@jcrdevco.com CONTACT: REBECCA DAVIDSON NELSON 1200 5TH AVENUE, SUITE 1300, SEATTLE, WA 98101 PHONE: 206-408-8500 EMAIL: LDUCEY©nelsononline.com CONTACT: LINDA DUCEY FILE COP7 Penn!' Flo. D ' W('°(a Plan review e; :r37r,j 13 su oct to en -ors end c::colons. Approval of coi<strurtion Comments Coos nci au'c;ic;iza the violation of a 'opted coda o ordinamcn ncccipt of approved Fid • ty and cone, s is ac;,, By:�i,�,,�. Date* ArialG ty of ukwila BUILDING DIVISION consultants Description: PERMIT REVIEW SET PERMIT SET PERMIT REVIEW SET PERMIT SET - FINAL No: By: SG BMT BMT BMT REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division NOTE: Revisions will require a new plan submrttal and may include additional plan review fees DRAWING INDEX SHEET NUMBER SHEET TITLE SHEET ISSUE DATE DRAWING REVISION NUMBER REVISON ISSUE DATE GENERAL AN -0 COVER SHEET AN -1 LIFE SAFETY PLAN AN -2 GENERAL NOTES, ABBREVIATIONS & SYMBOLS ARCHITECTURAL AL A1-1 CONSTRUCTION PLAN AND REFLECTED CEILING PLAN JREVIEWED CO COMPLIANCE FOR A9-1 PARTITION TYPES APPROVID frEP182018 City of Tukwi a BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 24 2018 PERMIT CENTER btffr-O2b& 36"x24"= Full size I 11"x17"=NTS revisions Date: 08/09/18 08/13/18 08/16/18 08/22/18 SOUTHCENTER PLACE 16400 SOUTHCENTER PARKWAY SUITE 306 TUKWILA, WA 98188 LOZANO IMMIGRATION LAW OFFICE TENANT IMPROVEMENT 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 project name & address COVER SHEET sheet title seal MA K DOUGLAS • STATE OF %ASl IN( r(1N At/' 24- t' A$ Proj. No: 18.03108.00 Project Manager: LD Designer: SG Drawn By: Reviewed By: Approved By: AN -0 SG LD ME 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 2018 ALL RIGHTS RESERVED Plot Date: 8/23/2018 4:12:22 PM Filename: U:\Proj\JCR Development Company\WA\18.03108.00-Lozano Immigration\DRAWINGS\ARCH\3_CD\Permit Set\SC-AN-1-Life Safety.dwg User: Brittany Toshi Device: _DWG To PDF.pc3 PenTable: _NELSON-FULL.ctb CODE ANALYSIS OCCUPANT LOAD: EXITING NUMBER OF EXITS: GROUP B TABLE 1006.2.1 & TABLE 1006.3.1 COMMON PATH OF EGRESS: GROUP B 100 SF PER OCCUPANT FOR BUSINESS USE 2,569 SF @ 1:100 = 26 OCCUPANTS EXIT ACCESS TRAVEL DISTANCE: GROUP B REQUIRED MAX 49 OCC LOAD = 1 EXIT MAX. 100' W/ SPRINKLERS MAX. 300' W/ SPRINKLERS LIFE SAFETY PLAN AN -1 1/8"=1'-0" 0 2 4 8 16 SCALE IN FEET NORTH PROVIDED 1 83' 83' 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. UNLATCHING FORCE OF PANIC HARDWARE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF TRAVEL. 3. 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. 4. EXIT DOORS SHALL BE A MINIMUM OF 32" CLEAR WIDTH & MAXIMUM 48" WIDE LEAF. MINIMUM 6'-8" DOOR HEIGHT. 5. DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED CORRIDOR EXIT WIDTH BY MORE THAN HALF. 6. MAIN EXIT DOORS WITHOUT PANIC HARDWARE SHALL HAVE A SIGN WITH LETTERS ON A CONTRASTING BACKGROUND STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED" 7. EXIT ACCESS HAS BEEN BASED UPON PROGRAMATIC INFORMATION PROVIDED TO NELSON 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. 8. SIGNAGE SHALL BE LOCATED AT LATCH SIDE OF SINGLE DOOR AND RIGHT SIDE OF DOUBLE DOORS FROM DIRECTION OF EGRESS. 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. EXIT PLAN LEGEND EXIT TRAVEL EXIT SIGNAGE TOTAL DISTANCE 17) Z NON -DIRECTIONAL DIRECTIONAL EXIT DOOR EAD REVIEWED FOR CODE COMPLIANCE APPROVED SEP182018 City of Tukwila BUILDING DIVISION EXIT ACCESS DOOR RECEIVED �Y OF TUKWILA AUG 24 2018 PEFIMIT CENTER 36"x24"= Full size 1 11"x17"=NTS Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 consultants Description: PERMIT REVIEW SET PERMIT SET PERMIT REVIEW SET PERMIT SET - FINAL revisions No: By: Date: SG 08/09/18 BMT 08/13/18 BMT 08/16/18 BMT 08/22/18 client SOUTHCENTER PLACE 16400 SOUTHCENTER PARKWAY SUITE 306 TUKWILA, WA 98188 LOZANO IMMIGRATION LAW OFFICE TENANT IMPROVEMENT 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 project name & address LIFE SAFETY PLAN sheet title seal ItECISTEltli M • K DOUGLAS EVANS STAIR OF %VAS,IIN(ToN pot. Z.2 1.241g Proj. No: 18.03108.00 Drawn By: Project Manager: LD Reviewed By: Designer: SG Approved By: AN -1 SG LD ME 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 2018 ALL RIGHTS RESERVED GENERAL NOTES 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 CONDTTIONS 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 OWNER'S 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 COMPLETION, 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. OF THE INEVITABLE WASTE THAT IS GENERATED, AS MANY OF THE WASTE MATERIALS AS ECONOMICALLY FEASIBLE SHALL BE REUSED, SALVAGED, OR RECYCLED. WASTE DISPOSAL IN LANDFILLS SHALL • BE MINIMIZED. CONTRACTOR SHALL COORDINATE WASTE MATERIALS HANDLING AND SEPARATION FOR ALL TRADES. CONTRACTOR SHALL PROVIDE SEPARATION, HANDLING, TRANSPORTATION, RECYCLING, SALVAGE, AND LAND -FILLING FOR ALL DEMOLITION AND WASTE MATERIALS. RECYCLABLE MATERIALS CAN BE COMMINGLED IN DUMPSTERS ON-SITE AS LONG AS PROVISION IS MADE FOR HAULING TO A TRANSFER STATION WHERE SEPARATION WILL OCCUR. TRANSFER STATION MUST PROVIDE DOCUMENTATION REPORTING TYPES OF MATERIALS SEPARATED BY LOAD AND PERCENTAGE OF EACH LOAD. FINAL DESTINATION OF SORTED MATERIALS MUST ALSO BE REPORTED. DIVERSION GOALS: A MINIMUM 75% OF TOTAL PROJECT WASTE SHALL BE DIVERTED FROM LANDFILL. THE FOLLOWING WASTE CATEGORIES, AT A MINIMUM, SHALL BE DIVERTED FROM LANDFILL: A. CLEAN DIMENSIONED WOOD, PALLET WOOD B. PLYWOOD, OSB, AND PARTICLE BOARD C. CONCRETE D. CARDBOARD, PAPER, PACKAGING E. METALS F. GYPSUM DRYWALL (UNPAINTED) G. ACOUSTIC TILE H. PAINT I. GLASS J. PLASTICS K. CARPET AND PAD L. BEVERAGE CONTAINERS 24. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS, MAINTAIN AND PAY ALL COSTS FOR TEMPORARY WATER, PLUMBING, POWER, LIGHTING, HEATING OR VENTILATION REQUIRED TO PROPERLY CONDUCT THE WORK. 25. 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. 26. LARGE SCALE DETAILS SHALL GOVERN OVER SMALLER SCALE PLANS AND ELEVATIONS. 27. INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURERS' RECOMMENDATIONS. ANY DIFFICULTIES ARE TO BE REPORTED TO THE ARCHITECT IMMEDIATELY. 28. 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. 29. 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. 30. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO EXECUTE ALL WORK, EXCEPT WHERE NOTED AS NOT IN CONTRACT (N.I.C.). 31. 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. 32. FOR ALL MATERIALS PURCHASED, THE CONTRACTOR SHALL FURNISH MATERIALS WHICH YIELD THE HIGHEST PERCENT OF PRE - CONSUMER (POST-INDUSTRIAL) AND POST -CONSUMER RECYCLED CONTENT. THE CONTRACTOR SHALL FURNISH THESE MATERIALS WITHIN THE PARAMETERS OF THE BUDGET AND SHALL NOT PURCHASE ANY COST -ADDING MATERIAL OR PAY A PREMIUM (MORE THAN FAIR MARKET VALUE) WITHOUT PROJECT MANAGER AND OWNER ACKNOWLEDGEMENT AND APPROVAL. 33. FOR ALL MATERIALS PURCHASED, THE CONTRACTOR SHALL FURNISH MATERIALS MANUFACTURED WITHIN A 500 MILE RADIUS OF THE PROJECT SITE WHERE AVAILABLE, WITHIN BUDGET, WITHIN FAIR MARKET VALUE AND DO NOT PRESENT RISK TO THE PROJECT SCHEDULE. 34. FOR ALL NEW WOOD PRODUCTS, INCLUDING BUT NOT LIMITED TO PARTICLE BOARD, MDF, PLYWOOD, OSB AND WOOD DOORS, THE CONTRACTOR SHALL FURNISH MATERIALS THAT CONTAIN NO ADDED UREA-FORMADALHYDE. 35. 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. 36. 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. 37. 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. 38. 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. 39. 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. 40. REVIEW OF A SPECIFIC ITEM SHALL NOT INCLUDE REVIEW OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. 41. 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. 42. 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. 43. 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." 44. 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. 45. 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. 46. UPON SUBSTANTIAL COMPLETION OF WORK THE CONTRACTOR SHALL PREPARE A "PUNCHLIST' OF CORRECTIONS AND UNSATISFACTORY AND/OR INCOMPLETE WORK FOR REVIEW BY THE ARCHITECT. 47. 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. 48. 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. 49. 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. GENERAL NOTES (CONT.) 50. 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. 51. 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. 52. 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. ABBREVIATIONS A A/C A/C UNIT A/E A/V ACT ADJ AFF AHJ AHU ALT ALUM ANOD APPROX ARCH AUTO AVG B B/S BETW BEV BLDG BLK BLKG BSMT BTM BTU C CER CF CL CLG CLOS CLR CMU COL CONC CONSTR 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 EJ ELEC ELEV EMERG ENCL ENGR ENTR EQ EQUIP EW EWC EXH EXIST EXP EXT F FC FCO FD FE FEC FF FHC FIG FIN FDC FLEX FLOUR FLR FOC FOM FOS FP FPL FRTWD FT FU RR FWC G GALV GC GEN GFI 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 COLUMN CONCRETE CONSTRUCTION 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 EQUIPM ENT 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 HDW HEX HM HORIZ HR HT HTG HTR HVAC HW HWY I IN INCAND INCL INFO INSUL INT 3 JAN CLOS JB JST JT K KD KIT L L LAM LAV LF LH LHR LL LONG LVL LVT M M HAL MAINT MAS MATL MAX M ECH 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 # Ib PART PASS PED PERF PERP 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 M]NUMUM 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 OH 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 RADIUS RB RUBBER BASE RBR RUBBER RCP REFLECTED CEILING PLAN RECEPT RECEPTACLE RECT RECTANGULAR REF REFERENCE REINF REINFORCING or REINFORCEMENT REQUIRED RETURN REVISE or REVISION RIGHT HAND RIGHT HAND REVERSE ROOM ROUGH OPENING RIGHT OF WAY REQ'D RET REV RH RHR RM RO ROW RPM RSF RT RTU RWC RENTABLE SQUARE FEET RUBBER TILE ROOF TOP UNIT RAINWATER CONDUCTOR S S SOUTH SAN SANITARY SB STONE BASE SC SOLID CORE SCHED SCHEDULE SCHEN SCHEMATIC SE SOUTHEAST SECT SECTION SF SQUARE FOOTAGE SHWR SHOWER SIM SIMILIAR SPEC SPECIFICATION(S) SPKR SPEAKER SQ SQUARE SQ FT SQUARE FOOT SSTL STAINLESS STEEL ST STREET STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURE or STRUCTURAL SUSP SUSPENDED SW SOUTHWEST SYMB SYMBOL SYS SYSTEM T T T&B T&G TSTAT 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 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 GENERAL SYMBOLS SHEET NUMBER A1-1 SHEET NUMBER SHEET GROUP DISCIPLINE CODE NORTH ARROW NORTH F. PLAN NORTH GRAPHIC SCALE 0 1 2' COLUMN SYMBOL & GRID LINES INTERIOR ELEVATION TAG VERTICAL ELEVATION MATCH LINE 02 /A2-1 Level Name Elevation CENTERLINE SHEET NUMBER DETAIL NUMBER DATUM POINT • SPOT ELEVATION BREAK LINE LEADERS ELEVATION DESIGNATION SHEET NUMBER Level Name Elevation NOTE & KEYNOTE LEADER AREA & EQUIPMENT TAGc7--- LEADER ROOM NAME AND NUMBER TAG PARTITION TAG ROOM NAME 101 FURNITURE TAG ' 1i 1 FURNITURE TAG EQUIPMENT TAG ir-<X(99> EQUIPMENT TAG KEYNOTE 100) TAG NUMBER ALIGNMENT NEW CONSTRUCTION TO ALIGN OR FLUSH WITH EXISTING CONSTRUCTION OBJECT STATE 2B WINDOW TYPE TAG DRAWING REVISIONS REVISION NUMBER REVISION DELTA (E) EXISTING TO REMAIN (N) NEW (R) RELOCATED (X) EXISTING TO BE REMOVED DOORS 1 EXISTING DOOR TO REMAIN NEW / RELOCATED / MODIFIED DOOR EXISTING DOOR TO BE REMOVED BUILDING SECTION TAG SECTION DESIGNATION SHEET NUMBER WALL SECTION TAG SECTION DESIGNATION SHEET NUMBER DETAIL SECTION TAG SECTION DESIGNATION SHEET NUMBER EXTERIOR ELEVATION TAG SECTION DESIGNATION SHEET NUMBER PARTIAL PLAN & DETAIL TAG PLAN OR DETAIL SIM DESIGNATION DRAWING TITLE 7 SIMILAR DETAIL SHEET NUMBER TITLE SCALE DETAIL NUMBER SHEET NUMBER WALL TYPE LEGEND AVNIAEMBREEft NOT IN CONTRACT (NIC) EXISTING PARTITION TO REMAIN NEW FULL HEIGHT PARTITION PARTIAL HEIGHT WALL _ = = = EXISTING PARTITION TO BE REMOVED - - - - - OVERHEAD SOFFIT/UPPER CABINET DEMOUNTABLE PARTITION GLAZING REVIEWED FOR CODE COMPLIANCE RAISED FLOORIN4. APPROVED FIRE EXTINGUISHER SEP 18 2018 City of Tukwila BUILDING DIVISION FSC SURFACE MOUNTED CABINET FEC RECESSED CABINET F,f WALL MOUNTED W/O CABINET PLUMBING FIXTURES TOILET URINAL SINK - COUNTER MOUNTED SINK - WALL MOUNTED TOILET PARTITION • / / • MOP - UTILIY SINK SHOWER BI -LEVEL WATER COOLER RECEIVED CITY OF TUKWILA AUG 24 2018 PERMIT CENTER 36"x24"= Full size I 11"x17"=NTS Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206)223-4990 consultants Description: PERMIT REVIEW SET PERMIT SET PERMIT REVIEW SET PERMIT SET - FINAL revisions client No: By: Date: SG 08/09/18 BMT 08/13/18 BMT 08/16/18 BMT 08/22/18 SOUTHCENTER PLACE 16400 SOUTHCENTER PARKWAY SUITE 306 TUKWILA, WA 98188 LOZANO IMMIGRATION LAW OFFICE TENANT IMPROVEMENT 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 project name & address GENERAL NOTES, ABBREVIATIONS & SYMBOLS sheet title seal 8455 .�"�111liC"'f •+c oOuciAs tVANS''' LI II:01 U•;ytiIIL\Li ON ASKI Z2, 201. Proj. No: MS.00176.00 Project Manager: LD Designer: SG Drawn By: Reviewed By: Approved By: AN -2 SG LD ME 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 WIT}i THE WORK. © NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED Plot Date: 8/22/2018 4:35:15 PM Filename: U:\Proj\JCR Development Company\WA\18.03108.00-Lozano Immigration\DRAWINGS\ARCH\3_CD\Permit Set\SC-A1-1-Construction And RCP.dwg User: Brittany Tashi Device: _DWG To PDF.pc3 PenTable: _NELSON-FULL.ctb CEILING PLAN NOTES 1. CENTER FULL TILES IN ROOM (BOTH DIRECTIONS) AS INDICATED ON DRAWING. UNLESS DIMENSIONED OR NOTED OTHERWISE. REVIEW GRID LAYOUT WITH ARCHITECT PRIOR TO PROCEEDING WHEN "START OF TILE -LOCATIONS OR "CENTERING OF GRID IN ROOM" RESULTS IN TILE WIDTH OF LESS THAN 4". 2. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT FIXTURES, SWITCH LOCATIONS, AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS FOR CIRCUITING, WIRING LAYOUT, AND ADDITIONAL INFORMATION. ALL MEP -FP DEVICE LOCATIONS NOT SHOWN ON DRAWINGS, OR IN CONFLICT WITH MEP/FP DRAWINGS, ARE TO BE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. IN THE EVENT OF DISCREPANCIES BETWEEN THE ARCHITECT'S REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH THE WORK. 3. FOLLOWING COMPLETION OF THE ACOUSTICAL CEILING INSTALLATION, ALL JOINTS AND GRID SHALL BE STRAIGHT, TRUE TO LINE, WITH EXPOSED SURFACES FLUSH AND LEVEL. DIRTY OR DISCOLORED SURFACES OF TILE ARE TO BE CLEANED OR REPLACED, AND LEFT FREE OF DEFECTS. AFTER 30 DAYS FROM SUBSTANTIAL COMPLETION, INSPECT THE WORK AND ADJUST TILE NOT IN ALIGNMENT WITH OTHER CEILING TILES AND REPLACE MISSING OR DAMAGED UNITS. 4. 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. 5. 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. 6. ALL FIXTURES AND DEVICES TO BE UNDERWRITERS LABORATORIES INC. (UL) LABELED. 7. 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. 8. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM, LAMPS, AND SEISMIC BRACING. 9. INSTALL LIGHT FIXTURES WITH PROTEUI IVE 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. 10. PROVIDE BLOCKING ABOVE CEILING REQUIRED FOR ALL CEILING MOUNTED EQUIPMENT. PROVIDE ADDITIONAL SUPPORT FOR LIGHT FIXTURES AS RECOMMENDED BY FIXTURE MANUFACTURER. 11. CONTRACTOR TO VERIFY ALL PENDANT FIXTURE HEIGHTS WITH ARCHITECT PRIOR TO INSTALLATION. 12. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHT FIXTURE LOCATIONS. 13. CONTRACTOR SHALL REPAIR AND/OR REPLACE CEILINGS WHICH ARE REMOVED TO FACILITATE PLENUM SYSTEMS INSTALLATION. 14. 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. 15. COORDINATE SCHEDULING OF WORK WITH DATA/TELEPHONE INSTALLER. INSTALL CEILING TILES AFTER FINISH PAINTING TO MINIMIZE VOC ABSORPTION INTO THE CELING TILES. INSTALL CEILING TILES AFTER DATA/TELEPHONE CABLES HAVE BEEN INSTALLED. 16. 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. 17. ALL LIGHT FIXTURES FURNISHED BY OWNER SHALL BE U.L. APPROVED AND WHERE APPLICABLE, APPROVED BY LOCAL AUTHORITIES FOR SPECIFIED USE. 18. REPAIR AND/OR REPLACE COMPONENTS NECCESSARY TO INSURE ALL EXISTING AND OR RELOCATED LIGHT FIXTURES ARE FUNCTIONING, INCLUDING BUT NOT LIMITED TO LAMPS, BALLASTS, AND LENSES. 19. RELAMP ALL EXISTING AND RELOCATED FIXTURES TO REMAIN. 20. ALL LAMP COLOR TEMPERATURES TO BE CONSISTENT [WITHIN SIMILAR FIXTURE TYPES] LIGHTING CALCULATION EXISTING CEILING GRID, TILE AND FIXTURES TO REMAIN. EXISTING LIGHTING LAYOUT USES 24 FIXTURES. THE NEW LAYOUT RELOCATES 5 AND REMOVES 0 OF THE EXISTING FIXTURES. (5+0) / 24 x 100 = 20 % WHICH IS LESS THAN OR EQUAL TO THE 20 ALLOWABLE CHANGE PER 2015 WSEC LIGHTING ALTERATION EXCEPTION C503.6. THE NEW LAYOUT HAS NO CHANGE IN WATTAGE. AA02/41:00.0,Atriglifar rrvA.:rAfArAA" riiIJIIIIIi__1 Ari2/111111 �IPTIFIIIIIIII/ 1� � AREA OF WORK 770 SF A1-1 REFLECTED CEILING PLAN 1/8"=1'-0" 0 2 4 8 16 SCALE IN FEET RCP LEGEND ACT -2 8'-0" I_ - J CEILING TYPE HEIGHT A.F.F. CEILING TAG EXISTING ACT GRID EXIT SIGN EXISTING LIGHT FIXTURE LIGHT FIXTURE TO BE RELOCATED RELOCATED LIGHT FIXTURE EXISTING WALL MOUNTED POWER SWITCH LOCATION NEW WALL MOUNTED POWER SWITCH LOCATION NEW EXHAUST FAN ON OCCUPANCY SENSOR CDCONSTRUCTION PLAN Al -1 1/8"=1'-0" 0 2 4 8 16 SCALE IN FEET CONSTRUCTION PLAN LEGEND (N) (E) NOT IN CONTRACT (NIC) EXISTING PARTITION NEW PARTITION NEW CASEWORK NEW DOOR NEW FIXTURE EXISTING nALIGN CONSTRUCTION PLAN KEYNOTES io 101 PROVIDE 12 LINEAR FEET OF LOWER CABINETRY AND ADA COMPLIANT SINK BASE 102 PROVIDE OUTLET FOR MICROWAVE CONSTRUCTION GENERAL NOTES 1. CONFLICTS BETWEEN SITE CONDITIONS AND DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. 2. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE AND IN PROPER ALIGNMENT, U.N,O. 3. ALL DIMENSIONS ARE TO FINISH CONSTRUCTION, U.N.O. DIMENSIONS NOTED "HOLD" MUST BE ACCURATELY MAINTAINED, AND SHALL NOT VARY MORE THAN ± 1/8" WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. DIMENSIONS NOTED "CLEAR" ARE MINIMUM DIMENSIONS WHICH MUST BE MAINTAINED WITHOUT EXCEPTION. DIMENSIONS MARKED ± 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. 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. 8. WHERE NEW PARTITIONS ABUT EXISTING SURFACES, REMOVE EXISTING CORNER BEAD AND PROVIDE SMOOTH FINISH AT INTERSECTION. 9. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PROVIDE LEVEL 4 FINISH, U.N.O. - REFER TO MATERIAL SCHEDULE & FINISH PLAN FOR MATERIALS & LOCATIONS THAT -REQUIRE A LEVEL 5 FINISH, U.N.O. 10. ALL EXPOSED GYPSUM BOARD EDGES TO HAVE VINYL OF METAL EDGE TRIM. 11. REFER TO THE PARTITION TYPES FOR PARTITION THICKNESS. 12. 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. 13. ACOUSTICAL (SOUND -ISOLATION) PARTITIONS SHALL BE SEALED FOR FULL HEIGHT TO PREVENT PASSAGE OF AIRBORNE SOUND. TAPE AND FINISH ALL GYPSUM WALLBOARD JOINTS AND FASTENERS (INCLUDING ABOVE SUSPENDED CEILING). CAULK AT PERIMETER AND SEAL AT ALL PENETRATIONS. 14. 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. 15. PROVIDE GROUNDS AND BLOCKING IN METAL STUD WALL FRAMING FOR SUPPORT OF CASEWORK, SHELF -STANDARDS, NV 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. 16. 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. 17. 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. 18. PROVIDE DOUBLE STUDS AT DOOR HEADER AND JAMBS. INSTALL ADDITIONAL STUDS IN EXISTING PARTITIONS AT NEW DOOR OPENINGS IN ORDER TO PROVIDE DOUBLE STUDS. 19. METAL STUDS AT PARTITIONS TO RECEIVE CERAMIC TILE ARE TO BE 20 GAGE (MINIMUM) © 16" O.C. (MAXIMUM). REFER TO THE FINISH PLANS FOR TILE LOCATIONS. 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. • 22. PROVIDE VERTICAL CONTROL JOINTS 30' O.C. MAX. IN ALL GWB PARTITIONS LONGER THAN 30'. WHEN POSSIBLE CONTROL JOINTS SHOULD BE LOCATED ABOVE THE CORNER OF A DOOR. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 18 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 24 2018 PERMIT CENTER 36"x24"= Full size 1 11"x17"=NTS Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 consultants Description: PERMIT REVIEW SET PERMIT SET PERMIT REVIEW SET PERMIT SET - FINAL revisions client No: By: Date: SG 08/09/18 BMT 08/13/18 BMT 08/16/18 BMT 08/22/18 SOUTHCENTER PLACE 16400 SOUTHCENTER PARKWAY SUITE 306 TUKWILA, WA 98188 LOZANO IMMIGRATION .LAW OFFICE TENANT IMPROVEMENT 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 project name & address CONSTRUCTION PLAN AND REFLECTED CEILING PLAN sheet title xvs9 R ri ;Is I tJtiS► k1AR1(DOUGLA$ EVANS- U'ASI IINWON ,6..04r. 2Z, Zot seal Proj. No: MS.00176.00 Drawn By: Project Manager: LD Reviewed By: Designer: SG Approved By: Al -1 SG LD ME 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 2018 ALL RIGHTS RESERVED Plot Date: 8/23/2018 4:12:26 PM Filename: U:\Proj\JCR Development Company\WA\18.03108.00-Lozano Immigration\DRAWINGS\ARCH\3_CD\Permit Set\SC-A9-1-Doors, Partitions, Sections.dwg User: Brittany Toshi Device: _DWG To PDF.pc3 PenTable: _NELSON-FULL.ctb METAL CLIP EXISTING STRUCTURE METAL STUDS STAGGERED © 8'-0" O.C. FOR ALL UNBRACED STRAIGHT RUNS OF WALL OVER 12'-0". ATTACH TO STRUCTURE ABOVE. SCHEDULED CEILING TILE & GRID _[[[[[[[Q[[[ l� [n -t[[[[[[[[ III LATERAL BRACING TENANT WALLS (NO CASEWORK) 8' MAX 8' MAX 8' MAX 8' MAX 8' MAX 8' MAX P . - 2' MAX (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 PAR 11110N TOP TRACK TO THE GRID IS PERMITTED TO ALIGN AND SET THE WALL UNTIL PERMANENT BRACING IS PROVIDED. REMOVAL OF THE TE 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. PARTITION HEAD BRACING DETAIL NA 24" 24" EXISTING STRUCTURAL DECK 3" SOUND ENCAPSULATED ATTENUATION BLANKET, REQ'D 2' - 0" BEYOND BOTH SIDES OF PARTITION @ ACOUSTICAL PARTITION SUSPENDED CLG. TEE 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. BASE, REFER TO FINISH SCHEDULE FINISH FLOORING, REFER TO FINISH SCHEDULE NOTE: PROVIDE BRACING AT ALL DOOR JAMBS AND AT UNSUPPORTED LENGTHS OF WALL AT 12' O.C. MAX. SEALANT © BOTTOM TRACK @ ACOUSTICAL PARTITION ONLY 1C NDN -RATED; U.O. CLG - 2 1/2" STUDS PARTITION TYPE 1C A9-1 / SCALE: 1-1/2"=V-0" PROTECTIVE COVERING AT EXPOSED PIPES. 1/4" PLYWOOD BACKING WITH MELAMINE FINISH. -► DASHED LINES INDICATE REQUIRED ACCESSIBLE CLEARANCES. CONTINUE FINISH FLOOR BELOW SANK TO MATCH EXISTING RESILIENT BASE, PER SCHEDULE. 6" MIN. CLR. 1 1 1 I I I ATTACH BASE TO DOOR. CUT BASE SHORT FOR PROPER DOOR OPERATION. ADA CASEWORK DETAIL NEW B/S S.S. FAUCET & SINK PER ANSI 117.1 CODE COMPLIANCE EXISTING CABINET DOOR U 0) Q -J N 29" MIN. CLR. A9-1 % 1'-1/2"=1'-0" 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 SUBS 111 UTIONS FOR ARCHITECTS APPROVAL PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION OF PARTITIONS. B. NON-STRUCTURAL METAL FRAMING LIMITING HEIGHTS ARE BASED ON BUILDINGS WHERE THE HEIGHT FROM FLOOR LEVEL TO THE STRUCTURAL SYSTEMS MAY BE ONE OR MORE OF THE FOLLOWING CONDITIONS: • FLOOR SLAB TO ROOF DECK OF SINGLE STORY BUILDINGS: TYPICAL FRAMING HEIGHT FOR OFFICE/WAREHOUSE/DISTRIBUTION FACILITIES: 24' TO 40'. • MULTI -STORY: STRUCTURAL FLOOR SLAB TO UNDERSIDE OF STRUCTURAL SLAB OF THE FLOOR OR ROOF DECK ABOVE. LIMITING HEIGHTS PROVIDED IN THESE CONSTRUCTION DOCUMENTS ARE REFERENCED FROM THE SSMA PRODUCT TECHNICAL GUIDE'S "INTERIOR WALL HEIGHT TABLES" FOR ASSEMBLIES INCLUDED IN THE PROJECT SCOPE. INCREASE METAL STUD GAUGE AND/OR DECREASE METAL STUD O.C. SPACING SO AS NOT TO EXCEED L/240 DESIGN CRITERIA (PER 2015 IBC TABLE 1604.3) WITH 5 PSF LATERAL LOAD (PER 2015 IBC SECTION 1607.14). REFER TO SSMA PRODUCT TECHNICAL GUIDE'S "TABLE NOTES" FOR COMPLETE PROPERTY CRITERIA ASSOCIATED WITH LIMITING HEIGHTS. • FOR COMPOSITE WALL HEIGHTS REFER TO THE " COMPOSITE NON-STRUCTURAL METAL FRAMING (STUD) LIMITING HEIGHT CHART " • FOR NON -COMPOSITE - FULLY BRACED WALL HEIGHTS AS WELL AS WALLS WITH BRACING AT 48" O.C. REFER TO THE " NON -COMPOSITE NON-STRUCTURAL METAL FRAMING (STUD) LIMITING HEIGHT CHART" C. PROVIDE LATERAL BRACING OF METAL STUDS TO STRUCTURE AS REQUIRED BY THESE CONSTRUCTION DOCUMENTS, APPLICABLE BUILDING CODES AND THE A.H.J. D. CONTRACTOR SHALL PROVIDE DEFLECTION TRACK FOR TOP RUNNERS OF METAL STUD PARTITIONS THAT EXTEND TO UNDERSIDE OF STRUCTURAL DECK WHERE DEFLECTIONS OF THE STRUCTURAL ROOFING SYSTEM EXCEED 1/2" WHERE PARTITIONS ARE LOCATED. E. STEEL STUD CODING EXAMPLE (UNIVERSAL CODING AS LISTED IN SSMA PRODUCT TECHNICAL GUIDE) EXAMPLE, "600S162-54": 600 = 6" MEMBER DEPTH, S = 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) NON -COMPOSITE NON-STRUCTURAL METAL FRAMING LIMITING HEIGHT CHART Gauge & mil: 25 ga 18 mil 22 ga 27 mil 20 ga 30 mil 20 ga 33 mil 18 ga 43 mil 16 ga 54 mil 14 ga 68 mil Stud Size Spacing O.C. LIMITING HEIGHTS *Note #1 24" 8'-3"^ 9'-10" 10'-2" 10'-6" 11'-5" 2-1/2" 16" 9'-7"^ 11'-3" 11'-7" 12'-0" 13'-0" (250) 12" 10'-6"^ 12'-5" 12'-9" 13'-2" 14'-4" 24" 9'-3" 12'-5" 13'-4" 14'-0" 15'-3" 16'-4"# 17'-5"# 3-5/8" 16" 11'-4" 15'-0" 15'-6" 16'-0" 17'-5" 18'-8"# 19'-11"# (362) 12" 13'-1" 16'-6" 17'-0" 17'-7" 19'-2" 20'-6"# 21'-11"# 24" 17-6"* 18'-10" 20'-6" 22'-10" 24'-6" 26'-2" 6" 16" 21'-6"* 22'-11" 23'-9" 26'-1" 28'-0" 30'-0" (600) 12" 24'-4"* 25'-2" 26'-2" 28'-9" 30'-10" 33'-0" 8" 24" 28'-8" 31'-1" 33'-4" (8�(8 ) 16" 32'-9" 35'-7" 38'-1" 12" 36'-1" 39'-2" 41'-11" * NOTES: 1. NON -COMPOSITE MINIMUM LATERAL LOAD 5 PSF (PER 2015 IBC SECTION 1607.14) AND L/240 (PER 2015 IBC TABLE 1604.3) ARE REQUIRED. 2. WEB HEIGHT -TO -THICKNESS RATIO EXCEEDS 200. WEB STIFFENERS ARE REQUIRED AT ALL SUPPORT POINTS AND CONCENTRATED LOADS AND MAY REQUIRE WEB STIFFENERS AT ENDS. REVIEW MANUFACTURER'S REQUIREMENTS FOR FLEXURAL AND DEFLECTION CONTROL. * : REQUIRES WEB STIFFENERS REQUIRED AT ENDS. A : HEIGHTS APPLY TO "BRACED AT 48" O.C. METAL FRAMING". # : HEIGHTS APPLY TO "FULLY BRACED METAL FRAMING". REVIEWED F OR CODE COMPLIANCE APPROVED SEP 18 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 24 2018 PERMIT CENTER 36"x24"= Full size I 11"x17"=NTS Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 consultants Description: PERMIT REVIEW SET PERMIT SET PERMIT REVIEW SET PERMIT SET - FINAL revisions client No: By: SG BMT BMT BMT Date: 08/09/18 08/13/18 08/16/18 08/22/18 SOUTHCENTER PLACE 16400 SOUTHCENTER PARKWAY SUITE 306 TUKWILA, WA 98188 LOZANO IMMIGRATION LAW OFFICE TENANT IMPROVEMENT 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 project name & address PARTITION TYPES sheet title seal 8459 RI:(HIS•I'I:RED AR(' M RK DOUGL A'IV S1 ATE OE WASItl\<i ms; AU&22l 201$ Proj. No: 18.03108.00 Project Manager: LD Designer: SG Drawn By: Reviewed By: Approved By: A9-1 SG LD ME 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 2018 ALL RIGHTS RESERVED