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Permit D17-0127 - REACH LOCAL - PARTITION, DOORS AND LIGHT FIXTURES
REACH LOCAL 16040 CHRISTENSEN RD SUITE 202 D17-0127 Parcel No: Address: 0 City of Tukwila 0 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 2523049039 Permit Number: 16040 CHRISTENSEN RD 202 Project Name: REACH LOCAL Issue Date: Permit Expires On: D17-0127 5/30/2017 11/26/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: TALON RIVERVIEW PLAZA LLC 720 OLIVE WAY STE 1020 , SEATTLE, WA, 98101 CHELSEA GASKILL 635 ANDOVER PARK W STE 107 , TUKWILA, WA, 98188 DAVIS SCHUELLER INC 20700 44TH AVE W STE 280, LYNNWOOD, WA, 98036 DAVISSI105PN Lender: Name: TALON RIVERVIEW PLAZA, LLC Address: 16040 CHRISTENSEN ROAD, STE 100 , TUKWILA, WA, 98188 Phone: (206) 575-3080 Phone: (206) 775-9400 Expiration Date: 7/1/2018 DESCRIPTION OF WORK: COMMERICAL TI - PARTITION, DOORS, AND INTERGRATED RELITE DEMO AND RELOCATION OF LIGHT FIXTURES Project Valuation: $25,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $1,010.66 Occupancy per IBC: 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: 2014 2014 2014 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 No Permit Center Authorized Signature: _ I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constction or the performance of work. I am authorized to sign and obtain this development rmit and agree to jie .. di 'ons attached to this permit. Signature: (f-- Print Name: V� 1( --PA (1) G f k: 1 Dater 3CI/l7 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: 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: 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) 9: 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) 10: 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) 11: 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) 13: Maintain fire extinguisher coverage throughout. 14: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 15: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 16: 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 1008.1.9.1) 20: 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) 18: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 17: 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). 21: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 22: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 23: 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. 19: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 24: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: 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 C 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0406 SUSPENDED CEILING 0601 WALL INSULATION CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Building Permit No. DM- 021 Project No. Date Application Accepted: Date Application Expires: (For office eron y) 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: 16040 Chirstensen Road Tenant Name: Reach Local PROPERTY OWNER Name: Talon Riverview Plaza, LLC Address: 16040 Christensen Road Suite 100 City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Chelsea Gaskill Company Name: Ware Malcomb Company Name: Address: same as above Address: Address: 3015 112th Ave NE Suite 205 City: State: Zip: Phone: Fax: Zip: Email: Fax: Phone: GENERAL CONTRACTOR INFORMATION Company Name: TBD Company Name: Ware Malcomb Company Name: Architect Name: Cindy Kang Address: Address: 3015 112th Ave NE Suite 205 Cin': Bellevue State: WA City: State: Zip: Phone: Fax: Phone: Fax: Contr Reg No.: Email: Exp Date: Tukwila Business License No.: H:\ApplicationsWormt-Applications On Line\2011 Applications \Pertnit Application Revised - 8-9-11.docx Revised: August 2011 bb King Co Assessor's Tax No.: Suite Number: 202 Floor: 2 New Tenant: 0 Yes 11 „No ARCHITECT OF RECORD Name: Talon Riverview Plaza, LLC Company Name: Ware Malcomb Company Name: Architect Name: Cindy Kang Address: 3015 112th Ave NE Suite 205 Cin': Bellevue State: WA Zip: 98004 Phone: (425) 670-6706 Fax: Email: ckang@waremalcomb.com State: ENGINEER OF RECORD Name: Talon Riverview Plaza, LLC Address: 16040 Christensen Road, Suite 100 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: Talon Riverview Plaza, LLC Address: 16040 Christensen Road, Suite 100 City: Tukwila State: WA Zip: 98188 Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 25,000 Describe the scope of work (please provide detailed information): Commercial Tenant Improvement - partition, doors and intergrated relite demo and relocation of light fixtures. Existing Building Valuation: $ 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? 0 Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApplications\Fomu-Applications On Line \2011 Applications\Pemnit Application Revised - 8-9-I l.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1s' Floor 17,527 rd Floor 16,268 3rd Floor 14,373 Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 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? 0 Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApplications\Fomu-Applications On Line \2011 Applications\Pemnit Application Revised - 8-9-I l.docx Revised: August 2011 bh 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 0 ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District La ...Tukwila 0 ...Sewer Use Certificate ❑ .. Highline ❑ ... Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: 0 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): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance El .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑• ❑• ❑. ❑• ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line ❑ ...Permanent Water Meter Size... 0 ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ❑ ...Water Main Extension Public El 1.9 WO# WO # WO # Private ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding El ... Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...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:tApplications\Fornts-Applications On Line\201 I ApplicationsTermit Application Revised - 8-9-I l.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 O R OR AUTHO' i" ED A Signature: Print Name: nAe.1,S' c 4 C"la..0 i t i Date: S J l O I n Day Telephone: Mailing Address: 16 0%-i0 C M vi54t last KR- - oqo! too T`t.rvo i i v\.3 A 416 ( a� City State Zip H:Wpplications\Forms-Applications On Line 12011 Applications \Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY , PAID PermitTRAK $1,010.66 D17-0127 Address: 16040 CHRISTENSEN RD 202 Apn: 2523049039 $1,010.66 DEVELOPMENT $981.07 PERMIT FEE R000.322.100.00.00 0.00 $591.86 PLAN CHECK FEE R000.345.830.00.00 0.00 $384.71 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $29.59 TECHNOLOGY FEE R000.322.900.04.00 I 0.00 $29.59 TOTAL FEES PAID BY RECEIPT: R11475 $1,010.66 Date Paid: Thursday, May 11, 2017 Paid By: TALON RIVERVIEW PLAZA LLC Pay Method: CHECK 001566 Printed: Thursday, May 11, 2017 4:09 PM 1 of 1 CWSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit D17-0127 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: lEfici4 Lt L Type of Inspection: 73U6LIN IY& 4iNA-L Address: i 40 Ci!1R iSITAISO RD Date Called: Special Instructions: 202 Date Wanted: 7-i 1-17 :, Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: - dL'/Ur/G- gal i D/# jr//0'- Inspector: Date: 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 Ari -62:7 Pro' t: �N L 1- Ty a of Inspection: thU4 )7 ►L Ad ress: ) Cfid eittergagal 126 Date Called: Instructions: 2. Date Wante -7 kiii7Special p.m. Requeste .r� /v476 Phone No: 2)6- 5-7,- 103/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: ec1cALfrALAiviekA4 Inspector: Date: 71a)-7 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 0/1- 17-5 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ����i � � Sprinklers: Type �� Inspection: Address: if Suite #: /74 ehf// il / Contact Person: 2� Special Instructions: Occupancy Type: 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: ` j ff Date: 7////f 7 Hrs.: /. o $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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /7-g - /0 1>r) o 12 TI PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: % te3tic4 Type of Inspection: Address: //// i/ /..), ) Suite #: /e T LpvistifriSx4 Pi Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 9 k Needs Shift Inspection: ,9' Date: Sprinklers: Fire Alarm: t ti Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,9' Date: /z3/7.7 Hrs.: (. 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. C :, f Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 HERMIT COORD COPY C PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0121 DATE: 05/15/17 PROJECT NAME: REACH LOCAL SITE ADDRESS: 16010 CHRISTENSEN ROAD X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: ,E- A-wc S' -1k -i Building Division AJ/,- Public Wo s ��11 AA H-ak 5-2)--17 Qd Fire Prevention Structural Planning Division Iti ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 05/16/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: ❑ Approved with Conditions Corrections Required ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: M v\okt>j 06/13/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: 12/18/2013 DAVIS SCHUELLER INC Washington State Department of Labor & industries Home Espanol Contact Safety & Health Claims & Insurance Search L&I Page 1 of 3 A -Z Index Help IV L&_C Workplace Rights Trades & Licensing DAVIS SCHUELLER INC Owner or tradesperson Principals SCHUELLER, KENNETH E, PRESIDENT STOCKBURGER, JAMES A, VICE PRESIDENT SCHUELLER, DANETTE, SECRETARY SCHUELLER, KENNETH E, TREASURER DAVIS, BILL E, PRESIDENT (End: 06/26/2014) SCHUELLER, KENNETH E, VICE PRESIDENT (End: 06/26/2014) DAVIS, BARBARA D, TREASURER (End: 06/26/2014) Doing business as DAVIS SCHUELLER INC WA UBI No. 601 273 797 4601 Chennault Beach Rd Suite 200 MUKILTEO, WA 98275 425-775-9400 SNOHOMISH County Business type Corporation Governing persons BARBARA DAVIS BILL E DAVIS; DANNETTE SCHULLER; KEN SCHUELLER; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. DAVISSI105PN Effective — expiration 10/15/1990— 07/01/2018 Bond ........_...... CBIC Bond account no. SF2518 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 10/31/2003 10/15/2003 Expiration date Until Canceled Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601273797&LIC=DAVISSI105PN&SAW= 05/30/2017 DAVIS SCHUELLER INC Insurance ............................. BITCO National Ins Co Policy no. CLP3639915 $1,000,000.00 Received by L&I Effective date 06/28/2016 07/01/2016 Expiration date 07/01/2017 AMCO Ins Co Policy no. ACPGLA03026636708 $1,000,000.00 Received by L&I Effective date 06/22/2016 07/01/2016 Expiration date 07/01/2017 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. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 588,421-00 ................................. Doing business as DAVIS SCHUELLER INC Estimated workers reported Quarter 1 of Year 2017 "51 to 75 Workers" L&I account representative T1 / DESTINY ADAMS (360)902-4873 - Email: ADAF235@Ini.wa.gov Account is current. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 11/10/2015 Inspection no. 317938271 Location 3600 15th avenue Seattle, WA 98114 Inspection results date 04/02/2014 Inspection no. 316973973 Location 12856 Gateway Dr Tukwila, WA 98168 Violations Violations Page 2 of 3 ase https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601273797&LIC=DAVISSI105PN&SAW= 05/30/2017 CAU TI 0\ IF THIS SHEET IS I \OT 30"x42" IT IS A ABBREVIATIONS GENERAL PROJECT NOTES L (E) ACOUS A.D. ADJ. AGGR. AL. APPROX. ARCH. ASB. ASPH. BD. BITUM. BLDG. BLK. BLKG. BM. B.O.C. B.O.M. B.O.P. B.O.R. BOT. CAB. C.B. CEM. CER. C.I. C.G. CLG. CLKG. CLO. CLR. C.O. COL. C.O.M. CONC. CONN. CONSTR. CONT. C.O.R. CORR. CTSK. CNTR. CTR. DBL. DEPT. D.F. DET. DIA. DIM. DISP. DN. D.O. DR. DWR. DS. D.S.P. DWG E. EA. E.J. EL. ELEC. ELEV. EMER. ENCL. E.P. EQ. EQPT. E.W.C. EXST. EXPO. EXP. EXT. And Angle At Centerline Diameter or Round Pound or Number Existing Acoustical Area Drain Adjustable Aggregate Aluminum Approximate Architectural Asbestos Asphalt Board Bituminous Building Block Blocking Beam Bottom of Concrete Bottom of Mullion Bottom of Panel Bottom of Reveal Bottom Cabinet Catch Basin Cement Ceramic Cast Iron Corner Guard Ceiling Caulking Closet Clear Cased Opening Column Center of Mullion Concrete Connection Construction Continuous Center of Reveal Corridor Countersunk Counter Center Double Department Drinking Fountain Detail Diameter Dimension Dispenser Down Door Opening Door Drawer Downspout Dry Standpipe Drawing East Each Expansion Joint Elevation Electrical Elevator Emergency Enclosure Electrical Panelboard Equal Equipment Electric Water Cooler Existing Exposed Expansion Exterior F.A. F.B. F.D. FDN. F.E. F.E.C. F.H.C. FIN. FL. FLASH. FLUOR. F.O.C. F.O.F. F.O.M. F.O.SH. FPRF. F.S. FT. FTG. FURR. FUT. GA. GALV. G.B. GL. GND. GR. GYP. H.B. H.C. HDWD. HDWE. H.M. HORIZ. HR. H GT. I.D. INSUL. INT. Jan. JT. KIT. K.O. LAB. LAM. LAV. LKR. LT. MAX. M.C. MECH. MEMB. MET. MFR. MH. MIN. MIR. MISC. M.O. MTh. MUL. N. N.I.C. NO. NOM. N.T.S. O.A. OBS. 0.C. O.D. OFF. OPNG. OPP. Fire Alarm Flat Bar Floor Drain Foundation Fire Extinguisher Fire Extinguisher Cab Fire Hose Cabinet Finish Floor Flashing Fluorescent Face of Concrete Face of Finish Face of Mullion Face of Sheathing Fireproof Full Size Foot or Feet Footing Furring Future Gauge Galvanized Grab Bar Glass Ground Grade Gypsum Hose Bibb Hollow Core Hardwood Hardware Hollow Metal Horizontal Hour Height Inside Diameter (Dim.) Insulation Interior Janitor Joint Kitchen Knock Out Laboratory Laminate Lavatory Locker Light Maximum Medicine Mechanical Membrane Metal Manufacturer Manhole Minimum Mirror Miscellaneous Masonry Opening Mounted Mullion North Not In Contract Number Nominal Not To Scale Overall Obscure On Center Outside Diameter (Dim.) Office Opening Opposite PRCST. PL P.LAM. PLAS. PLYWD. PR. PT. P.T.D P.T.D/R PIN. P.T.R. P.J. Q.T. R. RAD. R.D. REF. REFR. RGTR. REINF. REQ. RESIL. RM. R.O. RWD. R.W.L. S. SAF S.C. S.C.D. SCHED. S.D. SECT. SH. SHR. SHT. SIM. S.N.D. S.N.R. SPEC. SQ. S.ST. S.SK. STA. STD. SIL. STOR. STRL. SUSP. SYS. TRD. T.B. T.C. TEL. TER. T. & G. THK. T.O.C. T.O.P. T.O.R. T.0.RC. T.O.M. T.O.W. T.P. T.P.D. T.V. T.W. TYP. UNF. U.O.N. UR. VERT. VEST. W. w/ W.C. WD. W/O WPM WRB WSCT. WT. Pre -cast Plate Plastic Laminate Plaster Plywood Pair Point Paper Towel Dispenser Combination Paper Towel Partition Paper Towel Receptacle Panel Joint Quarry Tile Riser Radius Roof Drain Reference Refrigerator Register Reinforced Required Resilient Room Rough Opening Redwood Rain Water Leader South Self Adhered Flashing Solid Core Seat Cover Dispenser Schedule Soap Dispenser Section Shelf Shower Sheet Similar Sanitary Napkin Disp. Sanitary Napkin Recept. Specification Square Stainless Steel Service Sink Station Standard Steel Storage Structural Suspended Symmetrical Tread Towel Bar Top of Curb Telephone Terrazzo Tongue and Groove Thick Top of Concrete Top of Panel Top of Reveal Top of Deep Recess Top of Mullion Top of Wall Top of Pavement Toilet Paper Dispenser Television Top of Wall Typical Unfinished Unless Otherwise Noted Urinal Vertical Vestibule West With Water Closet Wood Without Waterproofing Membrane Wheather/Water Resistive Barrier Wainscot Weight SYMBOLS • OFFICE OFFICE 0000 CLIC_111) X XX ALIGN ROOM NAME ROOM NUMBER DOOR NUMBER EXISTING DOOR DETAIL REFERENCE SHEET NUMBER DETAIL SECTION REFERENCE SHEET NUMBER DETAIL SECTION REFERENCE SHEET NUMBER C 1 EXTERIOR ELEVATION REFERENCE SHEET NUMBER INTERIOR ELEVATION VIEW INTERIOR ELEVATION REFERENCE SHEET NUMBER WALL MATERIAL TYPE TYPE NUMBER FLOOR MATERIAL TYPE TYPE NUMBER MISC. MATERIAL TYPE TYPE NUMBER KEYNOTE INDICATOR FINISH INDICATOR REVISION FIRE EXTINGUISHER CABINET W/ FIRE EXTINGUISHER WALL -MOUNTED FIRE EXTINGUISHER GENERAL NOTES: 1. ALL WORK SHALL BE PERFORMED SO AS TO COMPLY WITH ALL LEGAL, INDUSTRY AND PROJECT -SPECIFIC REQUIREMENTS AND STANDARDS INCLUDING WITHOUT LIMITATION OF THE FOLLOWING: A. ALL APPLICABLE BUILDING CODES B. ALL APPLICABLE SPECIALTY CODES INCLUDING THE MOST CURRENT ISSUES AND SUPPLEMENTS C. THE PROJECT MANUAL AND ASSOCIATED SPECIFICATIONS D. THE MANUFACTURER'S REQUIREMENTS OR RECOMMENDATIONS E. ALL APPLICABLE LANDLORD BUILDING STANDARDS 2. IN USING THESE PLANS FOR BIDDING OR CONSTRUCTION PURPOSES, ALL CONTRACTORS ARE REQUIRED TO REVIEW AND TREAT THEM AS A WHOLE IN ORDER TO IDENTIFY ALL REQUIREMENTS THAT DIRECTLY OR INDIRECTLY AFFECT THEIR PORTION OF THE WORK, EVEN REQUIREMENTS LOCATED IN SECTIONS DESIGNATED AS APPLICABLE TO OTHER TRADES OR IN DOCUMENTS PROVIDED BY OTHER MEMBERS OF THE PROJECT DESIGN TEAM. UNLESS EXPRESSLY PROVIDED OTHERWISE, THE INTENT IS TO INCLUDE ALL LABOR, MATERIALS, PRODUCTS AND SERVICES NECESSARY OR APPROPRIATE FOR THE COMPLETED PROJECT AS CALLED FOR OR REASONABLY IMPLIED FROM THE PLANS AND SPECIFICATIONS PROVIDED BY THE PROJECT'S DESIGN TEAM. IN CASE OF CONFLICTS OR OMISSIONS, THE AFFECTED CONTRACTOR IS REQUIRED TO EITHER OBTAIN DIRECTION FROM AN APPROPRIATE REPRESENTATIVE OF THE OWNER, OR OTHERWISE TO APPLY THE MORE STRINGENT OR COSTLY STANDARD. 3. IN INTERPRETING THESE PLANS, THE FOLLOWING GENERAL RULES APPLY: A. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS B. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS C. WORK NOT PARTICULARLY SHOWN OR SPECIFIED SHALL BE THE SAME AS SIMILAR PARTS THAT ARE SHOWN AND SPECIFIED D. WORK SHOWN AS "NIC" IS FOR REFERENCE ONLY AND THE RESPONSIBILITY OF THE CONTRACTOR ONLY TO THE EXTENT THAT THIS WORK MAY REQUIRE SOME REASONABLE PROTECTION OR COORDINATION EFFORTS. 4. THESE PLANS AND SPECIFICATIONS ARE INTENDED TO REPRESENT ONLY THE FINISHED CONSTRUCTION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION AND DEMOLITION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES INCLUDING ANY AND ALL SAFETY PRECAUTIONS AND PROGRAMS, AND SHALL INDEMNIFY TO THE FULLEST EXTENT ALLOWED BY LAW THE OWNER AND THE PROJECT DESIGN TEAM FROM AND AGAINST ANY AND ALL RELATED CLAIMS AND LIABILITY. 5. THESE PLANS AND SPECIFICATIONS ARE INTENDED TO SET FORTH THE REQUIREMENTS FOR CONSTRUCTION IN ONLY AN INDUSTRY -STANDARD LEVEL OF QUALITY AND DETAIL, AND THEY ARE INTENDED TO BE SUPPLEMENTED BY APPROPRIATE REQUESTS FOR INFORMATION (RFIs). ERRORS AND OMISSIONS ARE TO BE EXPECTED AND ANTICIPATED, AND ALL CONTRACTORS ARE REQUIRED TO CAREFULLY REVIEW THESE PLANS FOR ERRORS AND OMISSIONS AND TO BRING THESE ERRORS AND OMISSIONS TO THE ATTENTION OF AN APPROPRIATE OWNER REPRESENTATIVE IN A TIMELY MANNER; AND ANY CONTRACTOR WHO FAILS TO DO SO BEFORE BIDDING OR OTHERWISE PROCEEDING ASSUMES THE RISK OF ANY CONSEQUENCES. 6. SCALED DIMENSIONS SHOULD BE CONSIDERED ONLY APPROXIMATE; AND IN ANY EVENT ALL CONTRACTORS PROCEED AT THEIR OWN RISK IF THEY FAIL TO VERIFY AND FIELD MEASURE DIMENSIONS BEFORE PROCEEDING WITH ANY AFFECTED PROCUREMENT, FABRICATION OR CONSTRUCTION. 7. PLANS ARE TO BE CONSIDERED DIAGRAMMATIC IN NATURE AND INTENDED ONLY TO DEMONSTRATE THE RELATIONSHIP AMONG COMPONENT PARTS, AND NOT TO DEPICT SPECIFIC LOCATIONS.. 8. CONTRACTOR RFI's ARE INTENDED TO OBTAIN INFORMATION NOT AVAILABLE FROM THE PLANS AND SPECIFICATIONS. RFI's WILL NOT BE PROCESSED THAT CAN BE ANSWERED BY 'A REVIEW OF THESE DOCUMENTS, THAT REQUEST DIMENSIONS THAT CAN BE OBTAINED FROM THE PLANS BY MATHEMATICAL CALCULATION THAT ARE IN EFFECT A SUBSTITUTION SUBMITTAL, OR THAT SEEK DIRECTION CONCERNING CONSTRUCTION MEANS AND METHODS OR SAFETY PRECAUTIONS. WHERE APPROPRIATE, RFI's SHOULD BE SPECIFIC AS TO WHICH PORTION OF THE PLANS AND SPECIFICATIONS NEEDS CLARIFICATION, AND WHAT INFORMATION IS REQUIRED. 9. NO DEVIATIONS:. OR OMISSIONS FROM THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS, PROVIDED BY THE PROJECT'S DESIGN TEAM ARE ALLOWED WITHOUT THE EXPRESSED AUTHORIZATION OF AN APPROPRIATE OWNER REPRESENTATIVE, AND THE RESPONSIBLE CONTRACTOR WILL INDEMNIFY AND HOLD HARMLESS THE OWNER AND THE PROJECT DESIGN TEAM FROM AND AGAINST THE CONSEQUENCES OF ANY UNAUTHORIZED DEVIATIONS OR OMISSIONS. SUBSTITUTION SUBMITTALS WILL BE CONSIDERED ONLY IF THE PROPOSED SUBSTITUTION IMPROVES THE QUALITY OF THE PROJECT TO THE OWNER; AND IN NO EVENT WILL THE OWNER BE REQUIRED TO AUTHORIZE A SUBSTITUTION THAT IS NOT EQUAL IN QUALITY TO WHAT IS SPECIFIED. 10. DESIGN/BUILD CONTRACTOR SUBMITTALS WILL BE REVIEWED BY THE PROJECT DESIGN TEAM, IF AT ALL, ONLY FOR CONFORMANCE WITH THE AESTHETIC ASPECTS AND MAJOR SPACE LIMITATIONS OF THE PROJECT; AND EACH DESIGN/BUILD CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: A. PREPARING ALL THE ENGINEERING AND OTHER DRAWINGS AND SPECIFICATIONS FOR THE COMPONENTS OF ITS DESIGN/BUILD UNDERTAKING. B. COMPLYING WITH THE PROJECT'S REQUIREMENTS AND SPACE LIMITATIONS. C. COORDINATION AND INTERFACING WITH OTHER TRADES AND CONSULTANTS. D. OBTAINING ANY REQUIRED OR APPROPRIATE APPROVALS FROM AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. E. HAVING THEIR DESIGN CONSULTANTS SERVE AS THE PROFESSIONAL OF RECORD FOR THE PORTIONS OF WORK WHICH THEY DESIGN. 11. AT THE CONCLUSION OF THE CONSTRUCTION, EACH PRIME CONTRACTOR SHALL PROVIDE SUCH WRITTEN CERTIFICATION THAT THE CONSTRUCTION HAS BEEN PERFORMED IN COMPLIANCE WITH THE PROJECT'S APPROVED PLANS AND SPECIFICATIONS AS THE BUILDING OFFICIAL WITH JURISDICTION OVER THE PROJECT MAY REQUIRE, OR AS THE OWNER MAY REASONABLY REQUEST. 12. VERSIONS OF THESE PLANS PROVIDED IN ANY ELECTRONIC FORM ARE SUBJECT TO THE SAME PROVISION AS THE OTHER INSTRUMENTS OF SERVICE PREPARED BY OR ON BEHALF OF THE PROJECT DESIGN TEAM, INCLUDING WITHOUT LIMITATION THEIR COMMON LAW, STATUTORY OR OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS. A RECIPIENT IS GRANTED AT MOST A TRANSFERABLE NONEXCLUSIVE LICENSE TO REUSE THE PLANS SOLELY FOR PROJECT PURPOSES; AND NO RECIPIENT IS AUTHORIZED TO USE OR TO ALLOW THE USE OF ALL OR ANY PORTION OF THESE PLANS FOR ANY OTHER PURPOSE, AND ANY OTHER USE FOR ANY OTHER PURPOSE COULD CONSTITUTE ACTIONABLE PLAGIARISM. ANY ELECTRONIC DOCUMENTS WILL BE PROVIDED IN THE RESPONSIBLE DESIGN PROFESSIONAL'S STANDARD FORMATS AND CONVENTIONS AND WITH NO GUARANTEE OF THE ABSENCE OF VIRUSES OR OTHER HARMFUL MATERIAL, OR OF COMPATIBILITY WITH ANY RECIPIENT'S SOFTWARE OR HARDWARE SO THAT ANY USE WITH OR CONVERSION TO . THE OTHER FORMS OR CONVENTIONS, OR THE USE WITH ANY PARTICULAR SOFTWARE OR HARDWARE, IS AT THE RECIPIENT'S SOLE RISK. JOB SITE NOTES: 1. WHERE EXISTING TENANTS/BUSINESSES ARE ADJACENT TO THE JOB SITE/TENANT, THE CONTRACTOR SHALL MINIMIZE CONSTRUCTION NOISE - EXTREMELY NOISY CONSTRUCTION SHALL OCCUR AT NON -TYPICAL BUSINESS HOURS. CONTRACTOR SHOULD NOTIFY BUILDING REPRESENTATIVE OF SPECIAL CIRCUMSTANCES IN ADVANCE PRIOR TO WORK. 2. THE CONTRACTOR AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND SURROUNDING AREA FREE FROM DUST AND DEBRIS. THE WORK SHALL BE IN CONFORMANCE WITH THE AIR AND WATER POLLUTION CONTROL STANDARDS AND REGULATIONS OF THE STATE DEPARTMENT OF HEALTH. 3. CONSTRUCTION DEBRIS AND WASTES SHALL BE DEPOSITED AT AN APPROPRIATE SITE. THE CONTRACTOR SHALL INFORM THE BUILDING REPRESENTATIVE OF THE LOCATION OF DISPOSAL SITES. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF THE JOB AFTER ITS COMPLETION. WHERE APPLICABLE, CLEANING SHALL INCLUDE, BUT NOT BE LIMITED TO, THE EXTERIOR AND THE INTERIOR OF THE BUILDING, THE PATH OF TRAVEL TO THE JOB SITE, PARKING LOTS, ELEVATORS, LOBBIES, AND CORRIDOR CARPETS. . THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION, WHERE REQUIRED PER STATE AND LOCAL CODES. 6. IF TRENCHES OR EXCAVATIONS 5'-0" OR MORE IN DEPTH ARE REQUIRED, OBTAIN ISSUANCE OF A BUILDING OR GRADING PERMIT. 7. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED WITHIN THE BUILDING WHICH DOES NOT COMPLY WITH THE LOCAL FIRE AUTHORITY AND STATE & COUNTY REQUIREMENTS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING OFF SUPPLY AND RETURN AIR GRILLES, DIFFUSERS & DUCTS TO KEEP DUST FROM ENTERING INTO BUILDING AIR DISTRIBUTION SYSTEMS. 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE BUILDING AND SITE WHILE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED. DRAWING NOTES: 1. UNLESS OTHERWISE NOTED OR INDICATED, ALL DIMENSIONS ON THESE DOCUMENTS SHALL BE TO FACE OF CURB, FACE OF CONCRETE OR MASONRY, FACE OF FINISH OR CENTERLINE OF GRIDS. 2. ALL VERTICAL DIMENSIONS SHOWN ARE FROM FLOOR SLAB, U.O.N. 3. DIMENSIONS SHOWN IN FIGURES TAKE PRECEDENCE OVER DIMENSIONS SCALED FROM DRAWINGS. LARGE SCALE DRAWINGS AND DETAILS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. 4. THE TERM "ALIGN", AS USED IN THESE DOCUMENTS, SHALL MEAN TO ACCURATELY LOCATE FINISHES IN THE SAME PLANE. 5. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, U.O.N. 6. DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE, WHEN THEY FIRST OCCUR AND ARE REPRESENTATIVE OF ALL SIMILAR CONDITIONS THROUGHOUT, U.O.N. 7. COLUMN CENTERLINES (GRID LINES) ARE SHOWN FOR DIMENSIONING PURPOSES. 8. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK IN THE SAME BUILDING. INTERIOR / EXTERIOR NOTES: 1. WHERE ELECTRICAL, MECHANICAL AND/OR PLUMBING ITEMS, SUCH AS LIGHTS, DUCTS, PIPING, DOWNSPOUTS, ETC. ARE TO PENETRATE ANY BUILDING FOOTINGS, SLABS, FLOORS, STRUCTURAL FRAMING, WALL PARTITIONS, CEILINGS, ETC., IT IS REQUIRED THAT AN APPROPRIATELY SIZED OPENING OR CLEARANCE BE FURNISHED. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL ITEMS WITH THE CONSTRUCTION DOCUMENTS PRIOR TO THE INSTALLATION OF STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WORK. ANY CONFLICT OR DISCREPANCY WITHIN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION. 2. CONTRACTOR, ALONG WITH MECHANICAL CONTRACTOR, SHALL PROVIDE AND LOCATE ACCESS DOORS/PANELS IN WALL & CEILING CONSTRUCTION AS REQUIRED TO PROVIDE ACCESS TO MECHANICAL, FIRE SPRINKLER, PLUMBING & ELECTRICAL WORK. CONTRACTOR SHALL SUBMIT A PLAN OF ALL PROPOSED ACCESS PANEL LOCATIONS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 3. ALL PENETRATIONS AT RATED CONSTRUCTION SHALL BE PROTECTED TO MAINTAIN RATING. 4. WHERE OCCURS, CONTRACTOR SHALL PATCH ANY EXISTING WALLS AND/OR CEILINGS AS NEEDED TO REFURBISH THE LEASE SPACE AND REPAIR ALL DAMAGES CAUSED BY CONTRACTOR. 5. INTERIOR WALLS AND CEILINGS SHALL BE INSTALLED IN ACCORDANCE TO STATE & LOCAL CODES, INCLUDING REQUIREMENTS FOR FLAME SPREAD AND SMOKE DENSITY RATINGS FOR FINISH MATERIALS. 6. WHEN USED, ALL NOISE BARRIER BATTS (SOUND INSULATION) AND INSULATION BATTS SHALL BE NON-COMBUSTIBLE AND SHALL NOT CONTAIN OR UTILIZE OZONE DEPLETING COMPOUNDS. 7. ALL NEW CONSTRUCTION MATERIALS SHALL BE 100% ASBESTOS -FREE. RIVERVIEW PLAZA BLDG 1 16040 CHRISTENSEN RD, STE. 202 TUKWILA, WASHINGTON 98188 (For Tenant Improvement Permit Only) PROJECT DATA SHEET INDEX BUILDING DEPARTMENT - BUILDING CODES - OCCUPANCY CLASSIFICATION: FIRE PARTITION: PER IBC CHAPTER 7 - N/A TYPE OF CONSTRUCTION: PER IBC CHAPTER 6 (SECTION 602) - V -B CITY OF TUKWILA 2015 INTERNATIONAL BUILDING CODE - WAC 51-50 2015 INTERNATIONAL EXISTING BUILDING CODE - WAC 51-50-480000 2015 INTERNATIONAL MECHANICAL CODE - WAC 51-52 2015 INTERNATIONAL FIRE CODE - WAC 51-54 2015 WASHINGTON STATE ENERGY CODE - WAC 51-11 2014 WASHINGTON CITIES ELECTRICAL CODE 2014 NFPA 70, NATIONAL ELECTRIC CODE - WAC 51-54A 2009 ICC A117.1 - ANSI PER IBC CHAPTER 3 (SECTION 302) - B SPRINKLERED• YES NUMBER OF STORIES: 3 ASSESSOR'S PARCEL NO.: 252304-9039 PROJECT SCOPE: THE SCOPE OF THIS PROJECT IS A TENANT IMPROVEMENT FOR USE OF THE SAME. RENOVATIONS INCLUDE DEMOLITION OF PARTITIONS, DOORS & INTEGRATED RELITES AS WELL AS RELOCATION OF LIGHT FIXTURES. TENANT OCCUPANCY: OFFICE (B) 813 S.F. VICINITY MAP OWNER ARCHITECT SITE q7f / SOU-tHCE ANDOVER PARK W 0- 0 0 0 Z EVANS BLACK DR. BAKER BLVD. CHRISTIANSEN ROAD PROJECT SITE CREEN RI TALON PRIVATE 720 OLIVE WAY #1020 WENDE SAUVAGE-MILLER SEATTLE, WA 98101 PH: (206) 696-4226 WARE COMB 3015 112TH AVENUE NE, SUITE 205 BELLEVUE. WASHINGTON. 98004 CINDY KANG PH: (425) 670-6706 FAX: (425) 774-8219 DEFERRED SUBMITTALS: DEFERRED SUBMITTAL ITEMS SHALL BE SUBMI I ILD TO THE ARCHITECT AND ENGINEERS OF RECORD WHO SHALL REVIEW AND PROVIDE NOTATION INDICATING DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE WITH THE BUILDING DESIGN. SUBMITTAL MATERIALS SHALL INCLUDE PLANS, DETAILS AND CALCULATIONS PREPARED AND SIGNED BY A STATE REGISTERED ENGINEER. CONTRACTOR SHALL SUBMIT ARCHITECT AND ENGINEER REVIEWED SUBMITTAL MATERIALS TO THE BUILDING OFFICIAL FOR REVIEW AND PERMIT APPROVAL. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED PRIOR TO OBTAINING THE BUILDING OFFICIAL'S APPROVAL OF THE SUBMITTAL. 1; E f j:`1 R � I 1' MIL _... 3111 , :,IIIEI i i,!: 1;13; i! E 3 { ,Il II T, ll, ti d j3. li 1 1._t j1l i° illll'3i !i1;1;P I Iii WI _...._. s.{._.1 I_l1 1' EI E ;;� i^TI1;'1i1:3{4i41!�{E':..:111i �IIII IE!:� U lTi ;iilllil�, wv,7� ff tL i' ;'� �1;ill€I1 HI 111H1 , 11111 IH I 111:1: "' .'II II ISE ,,.f' i 11 11I1i:!:.:HHHJ{iE{ Il!v� JFIHI� 7JIHH1.WHI .0 IIIA f f III'I '; 11 ;!(I;II i PROJECT SITE-16040-STE. 205 CHRISTENSEN ROAD 10° 200 ARCHITECTURAL A0.1 TITLE SHEET A0.2 GENERAL & ACCESSIBILITY NOTES A1.1 OCCUPANCY & EXIT PLAN ( 4 SHEETS ) A2.1 DEMO PLANS, P11ON, REF. CLG, POWER SIGNAL & FINISH PLANS MILLWORK ELEVATION & MISCELLANEOUS DETAILS SEPARATE PERMIT REQUIRED FOR: aftkchanical (altectr/cal Erpiumbrng nn bas Piping City of Tukwila Bt1ILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukw:la 6u'Uing Division_ NOTE: Revisions will require a new plan submittal and may include additional plan review fees. ELECTRICAL BIDDER DESIGN {UNDER SEPERATE PERMIT) MECHANICAL BIDDER DESIGN (UNDER SEPERATE PERMIT) FIRE PROTECTION BIDDER DESIGN (UNDER SEPERATE PERMIT) COPY Permit Pdt). ► d "- Plan review approval is subject to errors and omissions. Approval of cons€ruction documents does not auiho3j e the violation of any adopted code or ordinance. Re^sipt of approved Fiei Ii opy an . conditionQ is acT viedsgsd: By: Date: s .r 1 City of Tukwila BUILDING DIVISION 140 changes Ian be madeto these plans without approval from the Planning Division of DCD t Approved By: << MI Date: _ 1� REVIEWED FOR ;ODE COMPLIANCE APPROVED MAY 2 3 2017 titwg- City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 1 1 2017 PERMIT CENTER 0 E JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE 0 0 EDUCED PSI\T rzcz .613 w O le) a.) C v @i� E �jy O 7, cti a) o,o .E 0) a) 0 0 o` ancl WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFI HT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. PROPERTY AND COPYR w CC AND SPECIFICATIONS N Z 0 w U) w N O N �LL1 0) _-.I - COco 0 d) Co z 0 W ;z J C/) z W Q -(I) 7 > S. > O CD TITLE SHEET REMARKS I DRAWN BY: AET JOB NO.: SEA17-6063-00 DATE REMARKS ISSUED FOR REVIEW 1 ISSUED FOR PERMIT DATE N 0 N N- 05.08.2017 -4: 0 PA / PM: C. KANG DRAWN BY: AET JOB NO.: SEA17-6063-00 SHEET A0.1 Mon, 08 May 2017 W: \SEA\17\6063\00\Architectural\Cad\CD\6063_A02.dwg CAUTIO\: IF THIS SHEET IS NOT 30""x42"" IT IS A REDUCED P.I\T VERIFIED ON w CO J J U) z N z 0 z w 0 w J 0 V) CC LLJ0 w 0 w w 0 w CL w I- J U) U) 0 U) z w 0 z I O12 c 1.1 - t3 C:44 (Su ctS a) U 3015 112th avenue NE, suite 205 O N o0 .; co C9 i- � w z m0 0 W `0_ J Z Q < CC r2 jU D O CO GENERAL & ACCESSIBILITY NOTES CEILING NOTE'S DRAWN BY: DEMOLITION NOTES FINISH NOTES PARTITION PLAN NOTES FIRE AUTHORITY NOTES 1. SEE ELECTRICAL ENGINEERING DRAWINGS FOR SPECIFICATIONS OF NEW BUILDING STANDARD LIGHT FIXTURES, SWITCHES, EXIT SIGNS, ETC. 2. ALL REPLACEMENT FLUORESCENT LAMPS TO MATCH BUILDING STANDARD - SAME COLOR AND MANUFACTURER. 3. FIELD VERIFY EXISTING CEILING GRID LOCATION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES ON PLANS. 4. WHERE DISCREPANCIES IN LOCATION OF LIGHT FIXTURES, AIR DIFFUSERS, GRILLES, ETC. OCCUR ON THE ELECTRICAL ENGINEERING PLANS, THE ARCHITECTURAL PLANS SHALL GOVERN. NOTIFY ARCHITECT OF ANY DISCREPANCIES FOR CLARIFICATIONS. 5. FIELD VERIFY ALL CLEARANCES OF DUCTS, PIPES, SPRINKLERS, ETC., AND NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO INSTALLATION OF LIGHTS, ETC. 6. PLACEMENT OF LIGHT FIXTURES IN AREAS WHERE MAIN DUCTS MAY CAUSE INTERFERENCE MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. 7. CONDUITS ABOVE CEILING MUST BE A MINIMUM OF 12" ABOVE THE CEILING GRID. 8. NO COMBUSTIBLE MATERIALS SHALL BE USED IN THE PLENUM SPACE, INCLUDING ALUMINUM FLEX, ALUMINUM CONDUIT, AND POT METAL CONNECTORS. 9. ALL JUNCTION BOXES AND MECHANICAL EQUIPMENT REQUIRING ACCESS FOR SERVICE SHALL BE LOCATED OVER ACOUSTICAL CEILINGS. NO ACCESS HATCHES SHALL BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL BYC. ARCHITECT. (NO EXCEPTION) 10. ALL SPRINKLER HEADS AT HARD -LID CEILINGS ARE TO BE FULLY RECESSED AND CONCEALED. HEADS ARE TO BE CENTERED BETWEEN LIGHTS IN A UNIFORM6. ARCHITECTURAL PATTERN. G.C. TO PROVIDE A SUBMITTAL WITH SPRINKLER HEAD LOCATIONS FOR ARCHITECT'S APPROVAL PRIOR TO INSTALLATION. 11. ALL GYPSUM BOARD CEILINGS ARE TO BE INSTALLED WITH LINEAR DIFFUSERS. G.C. TO PROVIDE A SUBMITTAL WITH ALL LINEAR DIFFUSER LOCATIONS PRIOR TO INSTALLATION. 12. LOCATE RECESSED DOWN LIGHTS, WALL WASHERS, SMOKE DETECTORS, EXIT SIGNS, SPEAKERS, FIRE SPRINKLERS, ETC. IN CENTER OF 24"x24" CEILING TILES OR IN14. CENTER OF 24"x24" PORTION OF 24"x48" CEILING TILES, UNLESS OTHERWISE NOTED. 13. PROVIDE SWITCHES AND LIGHT SENSORS FOR OPEN AREAS AND PRIVATE OFFICES. ACTUAL LOCATION OF ALL SWITCHES TO BE DETERMINED BY ELECTRICAL ENGINEER. 14. WHERE EXIT SIGNS ARE REQUIRED PER STATE & LOCAL CODES, THEY SHALL BE ILLUMINATED PER SAID CODES AND THE NEC. LOCATIONS SHALL BE COORDINATED WITH THE ARCHITECT. 15. PROVIDE BACK-UP POWER FOR EXIT SIGNS PER STATE & LOCAL CODES. 16. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED TO A LEVEL OF NOT LESS THAN ONE FOOT CANDLE AT THE WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 17. EMERGENCY LIGHTING SHALL BE (2) SEPARATE SOURCES OF POWER AND SHALL COMPLY WITH THE NEC. 18. PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS OR DUCTS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURES, WALLS, FLOORS OR SURFACES, AND AS REQUIRED BY THE FIRE DEPARTMENT. 19. CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, AUDIO-VISUAL ALARMS AND OCCUPANCY SENSORS TO MEET ALL APPLICABLE CODES. 20. CONTRACTOR SHALL PROVIDE LAMPS WITH TYPE IC RATED HOUSING WHERE FIXTURES COME IN DIRECT CONTACT WITH INSULATION. 21. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AT ALL TIMES AND SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM (BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR) THAT WILL AUTOMATICALLY ILLUMINATE THE EXIT SIGNS FOR A DURATION OF NOT LESS THAN 90 MINUETS. 1. DRAWINGS OF EXISTING CONDITIONS HAVE BEEN COMPILED FROM EXISTING DATA SUPPLIED BY THE OWNER TO THE ARCHITECT. THE ARCHITECT MAKES NO EXPRESS OR IMPLIED,FOR THE ACCURACY EI THERA Y OF THE COMPLETENESS OF THE EXISTING INFORMATION RECORDED. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE IN THE COURSE OF THE DEMOLITION WORK. 2. VERIFY LOCATIONS OF EXISTING MECHANICAL, PLUMBING AND ELECTRICAL UTILITIES. LOCATE AND PROTECT UTILITIES TO REMAIN. DISCONNECT, REMOVE BACK TO NEAREST JUNCTION BOX OR PANEL, AS REQUIRED, AND CAP DESIGNATED UTILITIES WITHIN THE DEMOLITION AREA. REFER TO THE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. 3. EXISTING ELECTRICAL AND TELEPHONE OUTLETS LOCATED ON DEMOLISHED WALLS ARE TO BE REMOVED INCLUDING CONDUIT AND WIRING BACK TO JUNCTION BOX. LOCATIONS ARE TO BE PATCHED AND REPAIRED TO BE FLUSH WITH ADJACENT WALL SURFACE. 4. WHERE PLUMBING FIXTURES ARE BEING REMOVED OR WHERE EXPOSED PLUMBING PIPES OCCUR, CAP LINES BEHIND FINISHED SURFACES. PATCH AND REPAIR AS REQUIRED. 5. ALL EXISTING CONSTRUCTION WHERE INDICATED INCLUDING ELECTRICAL, TELEPHONE, PLUMBING AND MECHANICAL DEVICES NOT OTHERWISE INDICATED ON,g THESE CONSTRUCTION DRAWINGS SHALL BE REMOVED IN A CAREFUL MANNER SO AS NOT TO DAMAGE ADJOINING CONSTRUCTION. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF HIS WORK. 7. ALL EXISTING BUILDING UTILITIES SHALL REMAIN IN OPERATION DURING CONSTRUCTION. PROVIDE REROUTING OF UTILITIES SERVING ADJACENT AREAS THAT ARE TO MAINTAIN UNINTERRUPTED SERVICE. ANY TEMPORARY SUSPENSION OF SERVICE SHALL BE COORDINATED AND APPROVED BY THE FACILITY MANAGER, NOT LESS THAN 24 -HOURS IN ADVANCE. 8.THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS. 9. THE DEMOLITION PLAN KEYNOTES ARE DIAGRAMMATIC AND GENERAL IN NATURE. THE INTENT IS TO ILLUSTRATE THE COMPLETE DEMOLITION OF THE SPACES INDICATED UNLESS NOTED OTHERWISE. FIELD VERIFICATION OF EXISTING . CONDITIONS AND SPECIFIC QUANTITIES IS THE RESPONSIBILITY OF THE CONTRACTOR. 10. REMOVAL AND DISPOSAL OF DEMOLITION DEBRIS IS THE RESPONSIBILITY OF THE CONTRACTOR. VERIFY THE HAULING ROUTE THROUGH THE BUILDING, THE DEMOLITION STAGING AREA, AND THE LOCATION OF THE DUMPSTERS WITH THE OWNER PRIOR TO THE START OF DEMOLITION. DISPOSAL OF RUBBISH SHALL BE DONE IN A LEGAL MANNER. 11. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY DEMOLISHED ITEM. VERIFY ITEMS TO BE SALVAGED WITH THE OWNER PRIOR TO THE START OF DEMOLITION. REMOVE, PROTECT, CLEAN, REPAIR FOR REUSE AND TURN OVER SUCH ITEMS AS DIRECTED BY THE OWNER. 12. IN ORDER TO INSTALL SOME OF THE NEW WORK (INCLUDING, BUT NOT LIMITED TO MECHANICAL, PLUMBING OR ELECTRICAL) IT WILL BE NECESSARY FOR THE CONTRACTOR AND HIS SUBCONTRACTORS TO REMOVE AND REPLACE (ORTO REFINISH) EXISTING WALLS, FLOORS, OR CEILING IN THE AREAS OF THE BUILDING NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL INCLUDE ALL RELATED COSTS IN HIS BASE BID, WHETHER SHOWN ON THESE PLANS OR NOT. 13. PROTECT ADJACENT SPACES NOT SCHEDULED FOR DEMOLITION. PATCH AND REPAIR DAMAGED FINISHES, ITEMS AND FIXTURES TO REMAIN AND/OR REPLACE IN KIND TO MATCH EXISTING FROM DAMAGE DURING THE PROGRESS OF THE WORK. PROVIDE TEMPORARY SAFETY BARRIERS REQUIRED BY CODE AND AS INDICATED TO INSURE PUBLIC SAFETY AND TO ALLOW BUILDING OCCUPANCY. CONTRACTOR TO SUBMIT FOR APPROVAL, BARRIER LOCATIONS, AND METHOD OF CONSTRUCTION TO THE ARCHITECT PRIOR TO INSTALLATION.STRUCTURAL 14. NO STRUCTURAL ELEMENTS ARE INCLUDED IN THIS SCOPE OF WORK. 15. PROVIDE DUST BARRIERS AROUND OPENINGS,21. TO AND FROM THE CONSTRUCTION 1. NO FINISH SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY ARCHITECT. CONTRACTOR 2.CONTRAC R MUST NOTIFY THE ARCHITECT OF ANY DISCREPANCY IN PLANS. FINISH ITEMS CLEARLY SHOWN IN PLANS, BUT OMITTED FROM SCHEDULES OR LEGENDS MUST STILL BE PROVIDED AND INSTALLED BY CONTRACTOR. 1. CONTRACTOR AND ARCHITECT TO REVIEW & APPROVE CHALK LINES OF PARTITION LAYOUT PRIOR TO COMMENCEMENT OF PARTITION CONSTRUCTION. 2. CONTRACTOR TO VERIFY DIMENSIONS FOR ALL PLUMBING PARTITION. 3. EXTEND ALL STUDS AND WALL MATERIALS TO CONSTRUCTION ABOVE, U.O.N. 4. ALL CONDUIT PIPING IN ELECTRICAL ROOM TO BE CONCEALED WITHIN THE WALL CONSTRUCTION. 5. DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED WITHIN O'-4" OF ADJACENT PERPENDICULAR PARTITION. 6. CONTRACTOR SHALL USE 3-5/8" METAL STUDS MINIMUM AT ALL PLUMBING WALLS. CONTRACTOR TO VERIFY ACTUAL DEPTH REQUIRED, ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT. 7. USE WATER RESISTANT GYPSUM BOARD/FIBER BOARD AT ALL AREAS SUBJECT TO MOISTURE OR WHERE TILE IS USED. 8. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH LOCAL AND NATIONAL CODES. 9. ALL HOT WATER LINES SHALL BE PROPERLY INSULATED. SEE PLUMBING DRAWINGS. 10. ALL PLUMBING CLEAN -OUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. CONTRACTOR SHALL COORDINATE ALL CLEAN-OUT LOCATIONS WITH EQUIPMENT, AND CABINETS. SUBMIT A PLAN OF ALL PROPOSED LOCATIONS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 11. ALL MILLWORK SHALL CONFORM TO STATE & LOCAL WOODWORKING STANDARDS. 12. FIELD MEASURE AS REQUIRED FOR ALL MILLWORK CONDITIONS PRIOR TO FABRICATION. 13. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECT AND TENANT APPROVAL PRIOR TO MANUFACTURE OF ANY CABINET WORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. CONTRACTOR TO VERIFY FINAL LOCATION FOR CANTILEVERED COUNTERS AND IN -WALL SUPPORT BRACKETS PRIOR TO GYPSUM BOARD FINISHING OF WALLS. ALL FINAL INSTALLATION HEIGHTS FOR IN -WALL SUPPORT BRACKETS MUST MEET ALL ACCESSIBILITY CODES REQUIREMENTS WITH COUNTERTOP MATERIAL THICKNESS INCLUDED. 15. PROVIDE AND INSTALL ALL NECESSARY WALL BACKING, STIFFENERS, BRACING, BACK-UP PLATES AND/ OR SUPPORTING BRACKETS AS REQUIRED FOR THE INSTALLATION OF WALL -MOUNTED OR SUSPENDED EQUIPMENT OR BUILT-IN ITEMS. VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR ARCHITECT'S APPROVAL. 16. PROVIDE AND INSTALL ALL NECESSARY ELECTRICAL CONNECTIONS AND PLUMBING SUPPLY, FITTINGS & CONNECTORS TO COMPLETE INSTALLATION OF APPLIANCES & EQUIPMENT INDICATED ON PLAN. VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR ARCHITECT'S APPROVAL 17. EXACT LOCATION OF FIRE EXTINGUISHER CABINETS TO BE CONFIRMED WITH ARCHITECT BEFORE INSTALLATION. PROVIDE ADDITIONAL FIRE EXTINGUISHERS & CABINETS AS REQUIRED BY THE FIRE DEPARTMENT FIELD INSPECTORS. 18. CONTRACTOR TO . VERIFY LOCATION OF ALL THERMOSTATS WITH ARCHITECT PRIOR INSTALLATION. 19. ALL EXITS SHALL HAVE EXIT SIGNS AND ALL BLIND CORRIDOR TURNS SHALL HAVE DIRECTIONAL EXIT SIGNS. 20. PREPARE ALL FLOOR SURFACES AS REQUIRED TO RECEIVE FINISHES AS NOTED ON FINISH PLAN, ENLARGED FINISH PLANS & FINISH LEGEND. 21. UNLESS OTHERWISE NOTED, ALL GYPSUM BOARD SURFACES, WALLS, AND CEILINGS SHALL BE TAPED, SANDED SMOOTH TO A "LEVEL 4" FINISH, SO AS TO RECEIVE PAINT OR WALL COVERING MATERIAL. 22. PROVIDE SOUND INSULATION AT PERIMETER WALLS OF RESTROOMS, LOBBY, STAIRS, AND ACROSS CEILING OF RESTROOMS TO CREATE AN ACOUSTIC ENVELOPE, U.O.N. 23. PATCH AND FILL VARIOUS OPENINGS AT EXISTING GYPSUM BOARD PARTITIONS AND SOFFITS FOLLOWING REMOVAL OR INSTALLATION OF ANY SURFACE MOUNTED OR RECESSED FURNISHINGS, RECEPTACLES, UTILITY PIPING, SHELF STANDARDS & ALL OTHER SIMILAR ELEMENTS INDICATED TO BE REMOVED DURING THE DEMOLITION PHASE OR INSTALLED DURING THE CONSTRUCTION PHASE: TAPE AND SEAL ALL SEAMS WITH JOINT COMPOUND: APPLY NEW FINISH TO MATCH EXISTING FINISH AT ADJACENT GYPSUM BOARD SURFACES AND FEATHER NEW FINISH WITH EXISTING FINISH TO PROVIDE CONSISTENT & CONTINUOUS FINISH. 1. FINAL INSPECTION BY FIRE DEPARTMENT IS REQUIRED - SCHEDULE 72 HOURS IN ADVANCE. 2. THE PROJECT ADDRESS SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDINGS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY PER LOCAL FIRE DEPARTMENT STANDARDS. 3. AN UNOBSTRUCTED ALL-WEATHER FIRE APPARATUS ACCESS ROAD SHALL BE IN PLACE PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIALS TO THE SITE. 4. FIRE PREVENTION WATER SERVICE SHALL BE IN SERVICE PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIALS TO THE SITE. 5. ACCESS GATES SHALL BE APPROVED PRIOR TO INSTALLATION AND SHALL BE IN COMPLIANCE WITH LOCAL FIRE AUTHORITY. 6. FIRE SPRINKLER SYSTEM(S) SHALL MEET STATE & LOCAL FIRE CODES AND BE PROVIDED TO PROTECT ENTIRE BUILDING INCLUDING PROJECTIONS OVER 4'-0" AND SPRAY BOOTH. 7. FIRE SPRINKLER SYSTEM(S) AND ALL CONTROL VALVES, INCLUDING EXTERIOR SHALL BE SUPERVISED BY A U.L. LISTED CENTRAL ALARM STATION OR PER STATE & LOCAL FIRE CODES. 8. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS AND WATER -FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE ELECTRICALLY MONITORED WHERE THE NUMBER OF SPRINKLERS IS (100) OR MORE. 9. ELECTRICAL SUBCONTRACTORS TO INSTALL WIRING FOR FIRE SPRINKLER, ALARM BELL AND TELEPHONE WARNING AS REQUIRED BY FIRE DEPARTMENT. 10. INSTALLATION OF FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH STATE & LOCAL FIRE CODES. 11. COMPLETE PLANS AND SPECIFICATIONS FOR ALL FIXED FIRE PROTECTION EQUIPMENT INCLUDING AUTOMATIC SPRINKLERS AND OTHER FIRE -PROTECTION SYSTEMS, SHALL BE SUBMITTED BY INSTALLING CONTRACTOR. SUCH PLANS SHALL BE APPROVED BY LOCAL FIRE AUTHORITY PRIOR TO INSTALLATION. 12. LOCATIONS AND CLASSIFICATIONS OF FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE WITH STATE & LOCAL FIRE CODES AND PLACEMENT IS SUBJECT TO THE APPROVAL OF THE FIRE INSPECTOR. VERIFY QUANTITY & EXACT LOCATION FROM FIRE DEPARTMENT PRIOR TO ORDERING. 13. AT LEAST ONE (1) FIRE EXTINGUISHER WITH A MINIMUM RATING OF: 2 -A -10B: C (FOR OFFICE), OR 10 -A -80B: C (FOR WAREHOUSE), SHALL BE PROVIDED WITHIN 75'-0" MAXIMUM TRAVEL DISTANCE FOR EACH 3,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. 14. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS, FLAMMABLE AND COMPRESSED GASES, AND OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH STATE & LOCAL FIRE CODES. THE STORAGE AND USE OF HAZARDOUS MATERIALS SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO ANY MATERIALS BEING STORED OR USED ON SITE. A SEPARATE PLAN SUBMITTAL IS REQUIRED PRIOR TO THE STORAGE AND USE OF HAZARDOUS MATERIALS. 15. BUILDING(S) NOT APPROVED FOR HIGH -PILED STOCK (MATERIALS IN CLOSELY PACKED PILES OR ON PALLETS, OR IN RACKS WHERE THE TOP OF STORAGE EXCEEDS 12'-0" IN HEIGHT, AND 6'-0" FOR GROUP "A" PLASTICS AND CERTAIN OTHER HIGH -HAZARD COMMODITIES). HIGH -PILED STOCK SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO MATERIALS BEING STORED ON SITE. A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR HIGH -PILED STORAGE IN ACCORDANCE WITH STATE & LOCAL FIRE CODES. 16. A LETTER OF INTENDED USE MAY BE REQUIRED BY THE FIRE INSPECTOR. 17. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING THE SPECIFIC RATING. 18. EXIT SIGNS AND ILLUMINATION SHALL CONFORM TO ALL APPLICABLE BUILDING AND FIRE CODES. 19. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 20. PROVIDE OR MODIFY AS NEEDED SPRINKLER ALARM AND SMOKE DETECTION SYSTEM PER APPLICABLE CODES INCLUDING IF NECESSARY FOR HORNS, STROBE LIGHTS, CONTROL PANEL CONNECTIONS, SMOKE DETECTORS, AUDIO VISUAL ALARMS. SUBMIT SHOP DRAWINGS TO THE FIRE MARSHAL FOR APPROVAL. CONTRACTOR TO VERIFY OMI I IED FINISHED WITH ARCHITECT PRIOR TO ORDERING PRODUCTS. 3. INSTALL MATERIALS ACCORDING TO MANUFACTURER'S SUGGESTED INSTALLATION AND PREPARATION/MAINTENANCE SPECIFICATIONS OR BETTER, UNLESS OTHERWISE APPROVED OR NOTED. 4. APPLICATION OF CONTROLLED INTERIOR FINISHES SHALL BE IN CONFORMANCE WITH STATE & LOCAL CODES. 5. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION. 6. SUBMIT THE FOLLOWING SAMPLES FOR ARCHITECT'S APPROVAL: A. THREE (3) 12" X 12" SAMPLES FOR ALL PAINT AND STAIN BRUSHOUTS, VINYL AND FABRIC FINISHES AND COLORS APPLIED TO A SUBSTRATE WHICH IS REPRESENTATIVE OF THE SURFACE TO BE FINISHED. SUBMIT PAINT SAMPLES FROM THE PAINT LOT OR LOTS INTENDED FOR APPLICATION. ONE (1) 24" X 24" MOCK-UP WITH SAMPLE SEAM (CENTERED) OF ALL FABRIC AND VINYL FINISHES AND COLOR. THREE (3) 12" X 12" SAMPLES OF ALL FLOOR COVERING. D. SUBMIT ACTUAL CUTTINGS OF EACH PRODUCT FOR COLOR/QUALITY CONTROL. WHERE MATERIALS ARE NOT RETURNABLE, SUBMIT SAMPLES TO ARCHITECT BEFORE PLACING FULL ORDERS. 7. SUBMIT SEAMING PLAN FOR ALL FLOOR FINISHES TO ARCHITECT FOR APPROVAL PRIOR TO ORDER. 8. NOTIFY ARCHITECT IMMEDIATELY OF ITEMS WITH LONG LEAD TIMES. 9. ALL PAINT FINISH OF METAL PARTS OF DOORS, HANDRAILS, PERIMETER ENCLOSURES, ETC., SHALL BE SEMI -GLOSS, U.O.N. 10. WHERE PAINT COLORS CHANGE, CORNERS ARE TO BE CUT -IN FREE OF OVERLAPPING. 11. PRIOR TO THE INSTALLATION OF WALL COVERINGS, SURFACES.SHALL BE PROPERLY PREPARED WITH SEALER PER MANUFACTURER'S RECOMMENDATIONS. 12. CONTRACTOR TO VERIFY CONDITION AND LEVEL OF FLOOR SO AS TO RECEIVE NEW FINISHES WITHOUT BOWING AT FLOOR OR WALL BASE. CONTRACTOR IS RESPONSIBLE FOR ALL FLOOR PREPARATION. 13. ALL CARPETING SHALL BE INSTALLED WITH GLUE DOWN METHOD, U.O.N. 14. WHERE FLOOR -MOUNTED OUTLETS ARE REQUIRED ON CARPETED AREA, CUT CARPET IN AN "X" OVER FLOOR HOLE AND INSTALL CARPET OVER TOP. DO NOT TRIM CARPET. 15. ALL V.C.T. TO BE INSTALLED WITH FULL TILE FROM VINYL THRESHOLD STRIP AND FULL TILE FROM WALL ADJACENT TO DOOR SWING, U.O.N. 16. PROVIDE AND INSTALL SPECIFIED BASE FOR ALL AREAS TO RECEIVE FLOORING. 17. CONTRACTOR SHALL PROVIDE PRE -FORMED RUBBER BASE CORNERS. DO NOT CUT OR BEND STRAIGHT BASE TO MAKE CORNERS. 18. MILLWORK LOWER CABINETS ARE NOT TO RECEIVE WALL BASE UNLESS INDICATED ON FINISH PLANS. 19. FLOOR FINISHES TO CONTINUE UNDERNEATH FLOOR" AREAS OF MILLWORK, FLOOR INCLUDING SINK AREA AND AT ALL UNDER -COUNTER COU "OPENNER FLOOR" AR EQUIPMENT AREASL WHICH ARE OPEN TO THE FLOOR. 20. FLOORS SHALL BE SLOPED TO FLOOR DRAINS. COORDINATE WITH PLUMBING AND DRAWINGS. IN RATED FLOOR CONDITIONS, CONFIRM REMAINING FLOOR THICKNESS STILL CONFORMS TO MINIMUM RATING REQUIREMENT. CONTRACTOR TO RUN CALCIUM CHLORIDE TEST ON ALL EXISTING OR NEW CONCRETE SLABS PRIOR TO INSTALLING ANY FLOORING AND COMPARE RESULTS WITH FLOORING MANUFACTURE'S RECOMMENDED MAXIMUM CONTENT FOR AND ADHESIVE PRODUCTS. 22. PRIOR TO NEW FLOORING INSTALLATION REMOVE EXISTING FLOOR FINISHES. PATCH AND REPAIR SUB -FLOOR AS REQUIRED. PREPARE FLOORS AND TRANSITIONS AS REQUIRED FOR SMOOTH AND LEVEL FINISH PER APPLICABLE BUILDING CODES. 23. ALL FLOORING TRANSITIONS AMONG ALL THE DIFFERING FLOORING MATERIAL SPECIFICATION TYPES ARE TO BE A FLUSH TRANSITION. 24. FEATHER SUB -FLOOR UP FOR A) TILE FLOORING TO CARPET AND B) VINYL FLOORING TO CARPET, FOR FLUSH INSTALLATION. 25. INSTALL METAL TRANSITION STRIPS WHERE TILE MEETS ALL OTHER FLOORING TYPES. PROVIDE LOW PROFILE TRANSITION STRIP WHERE ALL OTHER DIFFERENT FLOOR TYPES MEET, VERIFY COLOR. 26. CONTRACTOR TO HEAT/CHEMICAL SEAM VINYL FLOORING AS PER MANUFACTURER'S SPECIFICATIONS AND SEAL ALL VINYL FLOORS PER MANUFACTURER'S MAINTENANCE SPECIFICATIONS. 27. FLOOR COVERING INSTALLER TO FOLLOW MANUFACTURER'S SPECIFIED CARPET INSTALLATION INSTRUCTIONS. USING ADHESIVES AND INSTALLATION METHODS REQUIRED INSTRUCTIONS TO MAINTAIN PRODUCT'S WARRANTY. CONTACT CARPET SALES REPRESENTATIVE WITH QUESTIONS PRIOR TO PROCEEDING. 28. FLOOR COVERING INSTALLER TO FOLLOW MANUFACTURER'S SPECIFIED CONTOURED RUBBER BASE INSTALLATION INSTRUCTIONS USING ADHESIVES AND INSTALLATION METHODS REQUIRED TO MAINTAIN PRODUCT'S WARRANTY. 29. FLOOR COVERING INSTALLER REQUIRED TO PROVIDE MINIMAL JOINTS AT SEAMS SEAMS/JOINTS ALL LOCATIONS FOR FLOOR AND WALL BASE MATERIAL INSTALLATION. PROVIDE LOW VOC, BUT HEAVY DUTY ADHESIVES TO ENDURE HEAVY FOOT TRAFFIC, CARTS AND TO MAINTAIN PRODUCT'S WARRANTY. 30. PRIOR TO PAINTING, WALLS MUST BE PATCHED AND REPAIRED, CLEAN AND DRY AND PROPERLY MEMBERED AND ALIGNED SO, AS TO LEAVE NO EVIDENCE.OF PATCHING OR REPAIRS.ASCLL AND NAIL HEADS MUST BE SET AND SPACKLED. ALL JOINTSSMUST BBE TAPED AND COVERED WITH JOINT COMPOUND. JOINTS THAT ARE FILLED TO BE SANDED SMOOTH AND DUST REMOVED PRIOR TO RECEIVING NEW PAINT FINISH APPLICATION. 31. PRIOR TO PAINTING OVER WALL COVERING, SECURELY GLUE DOWN ANY LIFTING OR BUCKLING AND HIDE ALL SEAMING OR BUMPS. 32. WALLS TO HAVE AT LEAST ONE COAT OF COLORED PRIMER AND TWO COATS OF SPECIFIED PAINT FINISH TYPE. PAINT TO BE A LOW VOC UNLESS U.O.N. HIGH TRAFFIC/WEAR ABILITY WITH GOOD SCRUB AND CLEANING ABILITY. VERIFY ALL WITH TENANT OR OWNER PRIOR TO PURCHASING PAINT. 33. PAINT ALL SPEAKER COVERS AND HVAC GRILLS IN GYPSUM BOARD WALLS AND CEILINGS TO MATCH ADJACENT PAINT COLOR AS SPECIFIED. 34. PRIOR TO INSTALLING WALL TILES AND WALL BASE TILE, WALLS MUST BE PATCHED AND REPAIRED, CLEAN AND DRY AND BE PROPERLY MEMBERED AND ALIGNED, SO, AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS. ALL SCREW AND NAIL HEADS MUST BE SET AND SPACKLED. ALL JOINTS MUST BE TAPED AND COVERED WITH JOINT COMPOUND. JOINTS THAT ARE FILLED ARE TO BE SANDED SMOOTH AND BUMP FREE WITH DUST REMOVED PRIOR TO RECEIVING .MORTAR BED/BOND COAT AND WALL TILES. 35. ALL WALL TILES ARE TO HAVE A MORTAR BED/BOND COAT THICKNESS TO ACCOMMODATE THE VARYING THICKNESSES OF ALL MATERIAL TYPES OF TILE SPECIFIED FOR WALL INSTALLATION WITH A FLUSH FRONT FACE. 36. ALL TRANSLUCENT GLASS TILE SPECIFIED ARE TO RECEIVE UNIFORM COVERAGE BY BACK BUTTERING TILES AND TROWEL RIDGES FLATTENED PRIOR TO SETTING TRANSLUCENT GLASS TILES. 37. FLOORS OF TOILETS, BATHING AND SHOWER ROOMS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE. THE INTERSECTION OF SUCH FLOORS WITH WALLS SHALL HAVE A SMOOTH, HARD, NONABSORBENT VERTICAL BASE AS SPECIFIED IN FINISH PLANS OR RESTROOM ELEVATIONS. BASE SHALL EXTEND UPWARD ONTO THE WALLS NOT LESS THAN 4 INCHES. 38. WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE SINKS, URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT OF NOT LESS THAN 4 FEET ABOVE THE FLOOR. 39. CONTROL JOINTS AT GYPSUM BOARD ASSEMBLIES: THE MAXIMUM RECOMMENDED CONTROL JOINT SPACING.. FOR WALLS AND CEILINGS WITHOUT PERIMETER RELIEF IS 30 LINEAR FEET OR 900 SQUARE FEET OF SURFACE AREA, WITH PERIMETER RELIEF IS 50 LINEAR FEET OR 2,500 SQUARE FEET OF SURFACE AREA. EXTERIOR JOINT SPACING IS RECOMMENDED AT 30 LINEAR FEET OR 900 SQUARE FEET OF SURFACE AREA. 40. CONSTRUCTION JOINTS (EXPANSION JOINTS) AT GYPSUM BOARD ASSEMBLIES: CONSTRUCTION JOINTS ARE REQUIRED AT CONTINUOUS GYPSUM BOARD SURFACES' WITH DISSIMILAR WALL STRUCTURE. DESIGN E U I L D NOTES AREA. PROVIDE ALL MEANS NECESSARY TO INHIBIT DUST FROM ENTERING OTHER PORTIONS OF THE FACILITY. SUBMIT BARRIER LOCATIONS TO THE ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION.WARRANTIES 16. PROVIDE ADEQUATE SHORING, BRACING, BARRICADES AND PROTECTIVE MEASURES 1. LIGHT SWITCHES SHALL BE INSTALLED AT +48" A.F.F. MULTIPLE SWITCHES SHOULD BE GANGED TOGETHER UNLESS OTHERWISE SPECIFIED. 2. CONTRACTOR TO VERIFY ALL SWITCH LOCATIONSROPEN WITH THE ARCHITECT PRIOR TO INSTALLATION.HNUMBER OF SWITCHES FOR OPEN AREA ISA BIDDER DESIGN. SWITCHES INDICATED ON THE DRAWINGS FOR OPEN AREA ARE FOR REFERENCE ONLY. 3. CONTRACTOR SHALL PROVIDE SEISMIC BRACING AT ALL NEW AND RELOCATED LIGHT FIXTURES. 4. CONTRACTOR SHALL VERIFY AND PROVIDE A COMPLETE HVAC SYSTEM WHICH CONFORMS TO THE OWNER'S HVAC SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROOF PENETRATIONS AND PATCHING, ANY SCREENING OF ROOF -MOUNTED MECHANICAL UNIT REQUIRED BY GOVERNING JURISDICTION. AS REQUIRED TO SAFELY EXECUTE THE WORK IN THE CONSTRUCTION AREA AND THE AREAS ADJACENT TO THE CONSTRUCTION AREA. CEASE OPERATIONS AND NOTIFY THE ARCHITECT IMMEDIATELY IF THE STRUCTURE APPEARS TO BE ENDANGERED. DO NOT RESUME OPERATIONS UNTIL CORRECTIVE MEASURES HAVE BEEN TAKEN. 17. CONTRACTOR SHALL MAINTAIN REQUIRED MEANS OF EGRESS AND ENSURE THAT EXIT ROUTES ARE SIGNED, LIGHTED AND PROTECTED IN ACCORDANCE WITH CODE REQUIREMENTS. RELOCATE EXISTING AND/OR PROVIDE SMOKE PROTECTORS AND LIFE SAFETY EQUIPMENT FOR ADEQUATE COVERAGE. 18. PROVIDE TEMPORARY NON-COMBUSTIBLE CONSTRUCTION BARRIERS WHERE REQUIRED BY CODE AND THE GOVERNING FIRE AUTHORITY. MINIMUM REQUIREMENTS: A. FULL HEIGHT WALL FROM FLOOR TO CEILING. B. STUDS AT 24" 0.C., WITH 5/8" TYPE 'X' GYPSUM BOARD. C. NON-COMBUSTIBLE ACCESS DOOR WITH (3) HINGES AND SPRING CLOSER. 19. SURVEY EXISTING FLOORS AND CLEARLY MARK ON FLOOR SURFACE THE MI L L�O �� F\icTES 1. CONTRACTOR MUST NOTIFY ARCHITECT / DESIGNER OF ANY DISCREPANCY IN R PO\J\/E R & S I G NAL OTES PLANS. FINISH ITEMS CLEARLY SHOWN IN PLANS, BUT OMITTED FROM SCHEDULES OR LEGENDS MUST STILL BE PROVIDED AND INSTALLED BY CONTRACTOR. CONTRACTOR TO VERIFY OMITTED FINISHES WITH ARCHITECT OR DESIGNER PRIOR TO ORDERING PRODUCTS. 1. COORDINATE TELEPHONE/DATA INSTALLATION SUB -CONTRACTOR. 2. ALL EXISTING ELECTRICAL DEVICES ARE TO 3. ALL OUTLETS TO BE INSTALLED AT LOCATIONS POWER & SIGNAL PLAN. DIMENSION ALL OUTLET BOX. NON -DIMENSIONED OUTLETS WALL STUD. 4. WHEN OUTLETS ARE GROUPED TOGETHER NO MORE THAN 2" APART. ALL ELECTRICAL OUTLETS OF 30 AMPERES +15" TO BOTTOM RECEPTACLE AND +48" FLOOR. SEE NOTE 6, BELOW, FOR GENERAL 6. ALL NEW WALL MOUNTED 15, 20, AND 30 CENTERED AT +18" A.F.F., U.O.N. 7. ALL TELEPHONE AND DATA CABLE TO BE SUPPORTED INDEPENDENTLY FROM SUSPENDED SUPPLIED BY TENANT; ALL PULLS AND TERMINATIONS 8. LOCATIONS OF FURNITURE POWER FEEDS WIRE PER ELECTRICAL DRAWINGS. TENANT PROVIDING FURNITURE POWER FEED, GENERAL POWER FEED. 9. WHERE DEDICATED ELECTRICAL OUTLETS PANEL SYSTEM, THE PANEL SYSTEM SHALL 10. FLOOR OUTLETS ARE ACCEPTABLE NEXT SPECIAL CONVENIENT LOCATIONS. 11. WHERE ELECTRICAL WORK IS SPECIFIED IN LAMPS AND FIXTURES ARE TO BE PROVIDED 12. CUT-OUTS FOR SWITCHES, OUTLETS, ETC. CONTRACTOR ARE TO BE COORDINATED U.N.O. ALL RECEPTACLES WHERE MILLWORK ELEVATIONS OF THE MILLWORK ITEM IN QUESTION. 13. ALL WALL COVER PLATES SHALL BE WHITE, DIFFERENT, MATCH BUILDING STANDARD. 14. ALL SEPARATE CIRCUIT RECEPTACLES TO STANDARD COLOR COVER PLATE. 15. POWER/SIGNAL AND REFLECTED CEILING INFORMATION OF THE CONTRACTOR. EXACT 16. TENANT TO PROVIDE AND INSTALL THE TELEPHONE CABLING. CONTRACTOR TO COORDINATE SCHEDULING WITH TENANT. 17. ALL/ANY CORE DRILL LOCATIONS SHALL DRILLING. ALL UNUSED CORE DRILLS SHALL REQUIRED TO MAINTAIN FLOOR FIRE RATING. 18. ALL TELEPHONE AND COMPUTER WIRES SHALL CONTRACTOR U.O.N. ELECTRICAL CONTRACTOR BOXES AT EACH LOCATION. 19. CONTRACTOR SHALL OBTAIN APPROVAL FROM LOCATIONS. WITH APPROPRIATE REMAIN, UNLESS NOTED OTHERWISE. SHOWN BY DIMENSIONS ON THE OUTLETS FROM THE CENTERLINE OF THE ARE TO LOCATED AT THE NEAREST (2 OR MORE), THEY ARE TO BE SPACED OR LESS SHALL BE MOUNTED BETWEEN TO TOP OF RECEPTACLE FROM FINISH MOUNTING HEIGHT AMP OUTLETS/RECEPTACLES TO BE TEFLON COATED PLENUM RATED CABLE, CEILING SYSTEM. CABLING TO BE BY GENERAL CONTRACTOR. SHALL ACCOMMODATE CIRCUITS AND SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL INSTALL THE ARE NOTED WITHIN THE FURNITURE ACCOMMODATE THIS REQUIREMENT. TO SLIDING PANELS/WALLS AND OTHER CONJUNCTION WITH CABINET WORK, BY THE GENERAL CONTRACTOR. AS REQUIRED BY THE CABINET WITH THE ELECTRICAL CONTRACTOR, OCCURS SHALL BE LOCATED PER UNLESS BUILDING STANDARD IS BE ORANGE COLOR WITH BUILDING PLANS ARE FOR THE GENERAL LOCATIONS SHOULD BE VERIFIED. AND DATA COMMUNICATION AND OTHER REQUIREMENTS BE VERIFIED WITH DESIGNER PRIOR TO BE PLUGGED AND CAPPED AS BE PULLED BY TENANT SHALL PROVIDE PULL WIRES AND ARCHITECT FOR ALL THERMOSTAT 2. SHOP DRAWINGS MUST BE PROVIDED FOR APPROVAL PRIOR TO FABRICATION TO THE ARCHITECT. CABINETMAKER SHALL USE ON SITE FIELD FRAMING DIMENSIONS FOR ALL SHOP DRAWINGS AND FABRICATIONS. ANY SUBSTITUTIONS TO THE FOLLOWING SPECIFICATIONS MUST BE APPROVED BY THE ARCHITECT PRIOR TO FABRICATION. 3. CABINET MAKER TO COORDINATE & VERIFY WITH CONTRACTOR FINAL LOCATION FOR CANTILEVERED COUNTERS FOR IN -WALL SUPPORT BRACKETS, PRIOR TO GYPSUM BOARD FINISHING OF WALLS. ALL FINAL INSTALLATION HEIGHTS FOR IN -WALL SUPPORT BRACKETS MUST MEET ALL APPLICABLE ACCESSIBILITY CODES AND STANDARDS WITH COUNTER TOP MATERIAL THICKNESS INCLUDED. 4. MATERIAL COLORS NOT LISTED SHALL BE REQUESTED FROM ARCHITECT/INTERIOR DESIGNER ON SHOP DRAWING SUBMITTALS OR BY LETTER. 5. ALL UPPERS TO BE LAMINATED TO MATCH BASE CABINETS. BOTH UPPERS & LOWER CABINETS IN WET AREAS TO HAVE MATCHING PVC EDGE, ALL OTHERS TO HAVE PLASTIC LAMINATE EDGE BANDING U.O.N. 4" THICK MATERIAL, 6. ALL CABINETS AND DOORS SHALL BE CONSTRUCTED FROM 3/4" UNLESS APPROVED PRIOR TO EACH JOB. 7. ALL BASE CABINET ARE NOT TO RECEIVE WALL BASE UNLESS INDICATED ON FINISH PLANS OR ELEVATIONS. 8. ALL INTERIORS OF CLOSED CABINETS TO BE WHITE MELAMINE/POLYESTER OR APPROVED EQUAL, UNLESS OTHERWISE SPECIFIED. 9. ALL OPEN CABINETS OR SHELVES TO HAVE PLASTIC LAMINATE TO MATCH EXTERIORS.• 10. NO 3/4" THICK SHELF SHALL SPAN LONGER THAN 32" WITHOUT SUPPORT. 11. ALL SHELVING TO BE ADJUSTABLE UNLESS OTHERWISE SPECIFIED. 12. ALL FILE PEDESTALS ARE TO BE CONFIGURED FOR "FRONT TO BACK" FILING AND BE ABLE TO ACCEPT METAL HANGERS TO ACCEPT PENDAFLEX TYPE FILE FOLDERS, UNLESS NOTED AS LATERAL. 13. ALL COUNTER TOPS TO BE 24" DEEP, UNLESS OTHERWISE SPECIFIED. WHERE NO BACKSPLASH IS SPECIFIED, COUNTER TOPS TO BE SCRIBED TIGHTLY TO BACK & SIDE WALLS. 14. ALL BACKSPLASHES TO BE SCRIBED TO WALLS, AND MUST BE FLUSH TO EDGE OF BASE, UNLESS OTHERWISE SPECIFIED. ALL COUNTER TRANSITION SEAMS MUST BE CAULKED SEALED, VERIFY EITHER MATCHING COLOR CAULK OR CLEAR SILICONE. 15. PROVIDE SIDE SPLASHES AT LOCATIONS ADJACENT TO WALLS OR WINDOWS, ESPECIALLY FOR SINKS U.O.N. 16. FACES OF PIGEONHOLES TO MATCH WORK SURFACE LAMINATE. COLOR OF EDGE BANDING ON ALL DOORS TO MATCH FACE MATERIAL. 17. SEE SPECIFICATIONS/PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. 18. COUNTERTOPS SHALL HAVE A NOSING OF COUNTERTOP MATERIAL AT LEAST 3" DEEP, WHEREBY THE COUNTER MATERIAL EXTENDS INTO THE INSIDE OF THE CABINET, I.E. OVER THE DOOR (WHEN PRESENT). . 19. END PANELS AND FRONT EDGES OF EDGE PANELS WHICH ARE PROUD OF THE INTERIOR CABINET SHALL BE FACED TO MATCH DOOR FRONTS. 20. ALL HINGED DOORS TO HAVE CLEAR SILENCERS TOP AND BOTTOM ON DOOR NOT CABINET). RECEIVER. CITY OF TUKWIL, 21. ALL DRAWERS GLIDES SHALL HAVE SILENCERS BUILT INTO THE GLIDE AND NOT INSTALLED ON THE DRAWER OR DRAWER FRONT. 141AY 1 1 2017 22. ALL DRAWER GLIDES SHALL BE FULL EXTENSION. PERMIT CENTER 23. ALL HINGES SHALL OPEN ±105', EXCEPT WHERE CABINETS ARE ADJACENT TO THE WALLS. PROVIDE HINGES WHICH LIMIT THE DOOR SWING TO KEEP THE DOOR PULL FROM DAMAGING THE WALL. n o ta47 A C C E S S I E I L I TY NOTES LOCATIONS OF ALL BEAMS AND JOISTS. MARK ALL CORE DRILL PENETRATIONS AND RECEIVE STRUCTURAL ENGINEER'S APPROVAL PRIOR TO DRILLING CONCRETE. 20. CUT RIGID MATERIALS USING MASONRY SAW OR CORE DRILL. PNEUMATIC TOOLS 1. "THE ACCESSIBILITY GUIDELINES AND CODES" MENTIONED BELOW REFER TO ALL APPLICABLE LOCAL/STATE BUILDING CODES REFERENCED ON THE PROJECT DATA SHEET OF THIS SET IN ADDITION TO THE FEDERAL REQUIREMENTS OF THE ADA (THE AMERICANS WITH DISABILITIES ACT). 2. DETAILS ON THIS SHEET ARE FOR REFERENCE ONLY, REFER TO THE ACCESSIBILITY GUIDELINES AND CODES FOR ALL ACCESSIBILITY REQUIREMENTS. 3. THE GENERAL CONTRACTOR SHALL BECOME FAMILIAR WITH THE ACCESSIBILITY GUIDELINES AND CODES. 4. ANY DISCREPANCY CONTAINED HEREIN DOES NOT RELIEVE THE GENERAL CONTRACTOR OR OWNER FROM COMPLYING WITH THE ACCESSIBILITY GUIDELINES AND CODES. • ARE NOT ALLOWED WITHOUT PRIOR APPROVAL. 21, ALL CORE DRILLING OR OTHER NOISY WORK SHALL BE SCHEDULED 48 -HOURS IN ADVANCE WITH THE OWNER. 22. APPLY CEMENT BASE FLOOR PATCH AS REQUIRED TO FILL DINGS, NAIL HOLES, CHIPS AND CRACKS. 23. AT FLOOR AREAS SCHEDULED TO RECEIVE NEW FLOOR COVERING, REMOVE EXISTING FLOOR COVERING AND PREPARE SUBSTRATE FOR NEW FLOOR COVERING PER SPECIFICATIONS AND MANUFACTURER'S REQUIREMENTS. 24. AT ABANDONED PENETRATIONS OF FIRE RATED WALLS, CEILING OR FLOOR CONSTRUCTION, COMPLETELY SEAL VOIDS WITH FIRE RATED MATERIAL TO FULL THICKNESS OF THE PENETRATED ELEMENT. ALL PATCHING OF EXISTING WORK TO REMAIN SHALL MATCH FINISH PER SCHEDULE OR WHERE UNSCHEDULED TO MATCH EXISTING FINISHES TO REMAIN, AND SHALL MEET OR EXCEED FIRE RATING INDICATED ON FLOOR PLAN AND AS REQUIRED BY THE FIRE/LIFE SAFETY INSPECTOR. 25. COORDINATE EXISTING SPRINKLER LINE AND HEAD LOCATION WITH NEW PLAN. SUBMIT SPRINKLER SHOP DRAWINGS TO ARCHITECT FOR REVIEW WITH THE CITY FIRE DEPARTMENT. 26. CONTRACTOR IS RESPONSIBLE FOR BUILDING SECURITY DURING DEMOLITION PHASE. PROTECT ALL OPENINGS FROM WEATHER CONDITIONS AND SECURE THEM TO PREVENT VANDALISM. 27. DO NOT PERFORM ANY WORK THAT WILL VOID WARRANTIES OF EXISTING WEATHER EXPOSED OR MOISTURE RESISTANT ELEMENTS WITHOUT PRIOR APPROVAL FROM THE OWNER. 28. ARCHITECT ASSUMES NO RESPONSIBILITY RELATING TO ANY TOXIC MATERIALS, INCLUDING ASBESTOS, AND ASSUMES NO RESPONSIBILITY TO ITS EXISTENCE OR REMOVAL. THE OWNER WILL TAKE ACTION FOR DIRECTLY CONTRACTING WITH A CONSULTANT OR SPECIALIST, LICENSED BY THE STATE, FOR SUCH SERVICES SHOULD THOSE SERVICES BE REQUIRED ON THE PROJECT. 29. IF THE EXISTING BUILDING CONSTRUCTION IS CLASSIFIED SUCH THAT FIREPROOFING INSULATION IS PRESENT, THEN THE CONTRACTOR, PRIOR TO STARTING ANY WORK, SHALL VERIFY THE CURRENT FIRE -RESISTANCE RATING(S) OF THE EXISTING BUILDING ELEMENT(S). IF THE EXISTING FIREPROOFING INSULATION IS DAMAGED/AFFECTED DURING THE COURSE OF THE WORK, AS DEFINED BY THIS PROJECT SCOPE, THEN THE CONTRACTOR SHALL PATCH/REPAIR THE FIREPROOFING INSULATION TO A CONDITION THAT SHALL MATCH OR EXCEED THE ORIGINAL FIRE -RESISTANCE RATING(S) OF THE EXISTING BUILDING ELEMENT(S) ORIGINAL . 30. CONTRACTOR TO RELOCATE AND REUSE EXISTING DOORS AND HARDWARE WHERE POSSIBLE. 31. EXISTING DOORS TO REMAIN U.O.N. REVIEWED FOR LODE COMPLIANCE APPR3.OVED (j17 ,' o Tukwila VERIFIED ON w CO J J U) z N z 0 z w 0 w J 0 V) CC LLJ0 w 0 w w 0 w CL w I- J U) U) 0 U) z w 0 z I O12 c 1.1 - t3 C:44 (Su ctS a) U 3015 112th avenue NE, suite 205 O N o0 .; co C9 i- � w z m0 0 W `0_ J Z Q < CC r2 jU D O CO GENERAL & ACCESSIBILITY NOTES REMARKS I DRAWN BY: AET JOB NO.: SEA17-6063-00 DATE REMARKS ISSUED FOR REVIEW TISSUED FOR PERMIT DATE r--- - N N 4 0 05.08.2017 PA / PM: C. KANG DRAWN BY: AET JOB NO.: SEA17-6063-00 SHEET A0.2 Mon, 08 May 2017 W: \SEA\17\6063\00\Architectural\Cad\CD\6063_A11.dwg CAUTION. IF THIS SHEET IS \OT 30""x42- IT IS A EDUCED PTT 1/16"=1'-0" I I 0 8' 16' Suite 202 REACH LOCAL 32' OVERALL FLOOR PLAN ,®11\1 SCALE: 1/16"=1'-0" 1/8"=1'-0" I I I 0 4' 8' Suite 202 REACH LOCAL OFFICE: B 813 S.F. / 100 S.F. PER OCC. TOTAL OCCUPANTS = 8 „ . 11 FA PS* 14. :;4/11 411W; 4w4 vslre* • -.471,4rw"#ws Ne# 41,4* 4:10 41. 4:1•4#448444 #4ttlititttel le.44k#4*.fr *** •#4•41. *olt#00 t +lit/ ttt el* l*.• .ttl I I 41 4:44# AtItti • 4 ** *4 #•S.,u•iteo 44**4* tat***As. de stet,64, ottsk NefitiN .6="44491 • 4e #4 ittsk 01* prAir. 4,. 404:t V411,4"4 4 I*3 4444A A840411 I r4A A it" 4t 4 lw" "04." " i �i i ♦ I "4, 64)141*A4117:161 .414 .41! 4how -ArtitA littkrA4 rf itilv,•;4r# 417:4, TOT "iTIPPIN 4* 041' 1,Att % 4, 44' * 1 -TA* ff,. ♦_♦_oil_♦i♦�►♦♦♦ ♦ t**4$44#1*** r 1.wv r0", 14;0, )111414 *vitt 4 tt*#.4" *to A4S • 441". •A,‘ 4 #4 *At 1/4.4# vi kr #1 ri ttil‘ Oil 04 (4* 4 ir .• 4,4 0 &11 4's kAt\ 4kt ,. ♦♦♦ ttOttuite_o_♦U*44 ♦♦ ♦♦i♦♦ �1► ®�♦ ♦♦ l► ®►♦ AUlttY, ♦, ,•,444.4* tka rpw, • +♦) 4.4. 41741448, 16' 32' OCCUPANCY AND EGRESS PLAN SCALE: 1 /8"=1'-0" SEE SHEET A0.2 AND A0.2a FOR GENERAL NOTES OCCUPANCY & EGRESS NOTES. 1 2 3 4 5 EXISTING STAIR TO REMAIN. EXISTING CORRIDOR TO REMAIN. EXISTING ELEVATOR TO REMAIN. NOT USED. EXISTING RESTROOM FACILITY TO REMAIN. COMMON PATH - (1006.2.1 SPRINKLERED BUILDING) B/BUSINESS 100 LEGENDS 40 4 ♦ INDICATES AREA NOT IN CONTRACT (N.I.C.) OCCUPANCY & EXIT LEGEND --7 EXISTING EXIT EXISTING CEILING—MOUNTED EXIT SIGN W/ BATTERY BACKUP, SHADED QUADRANT INDICATES FACE OF LETTERING, SIGN TO INCLUDE DIRECTIONAL ARROW AS INDICATED NOTE; ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED PRIOR INSPECTION AND SUBJECT TO BUILDING INSPECTOR. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 22 2.017 City of Tukwila BUILDINGDIVISION RECEIVED CITY OF TUKWILA MAY 1 1 2017 PERMIT CENTER TO FINAL p1` 1 0111 THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO c:c1 w QC v I- :;% U W s 0 4 cis O.94 • CN • N O � Ln tri sz O N � LLI • i- 0 CD - 0C!) J CO 0 Q � NZ W J C/) °- z W w�-- w > 0 • o 0 N GTO N 98188 OCCUPANCY AND EXIT PLANS REMARKS I DRAWN BY: AET JOB NO.: SEA17-6063-00 DATE REMARKS ISSUED FOR REVIEW ISSUED FOR PERMIT DATE N 0 N 4 0 05.08.2017 PA / PM: C. KANG DRAWN BY: AET JOB NO.: SEA17-6063-00 SHEET A 1.1 Mon, 08 May 2017 W: \SEA\17\6063\00\Architectural\Cad\CD\6063_A21.dwg CAUTIO\: IF THIS SHEET IS AOT 30-x42" IT IS A �. t� H DRAWN BY: AET JOB NO.: SEA17-6063-00 a II,�, LI IBJ ©-... , LJI. J �D .. �I f v TYP REMARKS ISSUED FOR REVIEW ISSUED FOR PERMIT 30 DATE N ..- 0.1 r 0 05.08.2017 j I1 rl • 13 '===r� r) 1-1-1-1-1-1---�-- -- 15 � 1 1 { ! E � j OPEN I OFFICE i II I '.^ k 100 3 �� v ,;4.,„I f W J I� � 1 ! I [ f I I ( 1 3 & § 32 �C/'� .iN'1♦\,,N - 31 .r. mo i/ 1 i. ! 3 01 O � =• 1 3 N a CONF. � ' 101 .'° 1 E I I E 1 � 33 W c _ `• 3° D6Doc*diA wr I `'til ii-aY'dw E� k ..y t_e1is2Y' are, a Ptd Yza a.x -ares 40 1 d• yp FLOOR PLAN REFLECTED CEILING PLAN• POWER & SIGNAL PLAN SCALE: 1/8"=1'-0"CI / SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" I " 1 11 III it I 'fit'--,--- 1 ! 1 1 1 1 _, II II ii I II _i T!! I t l 1 i I ? ( i �;I k III , I I 1 i I 1 I h I I , II I II ! 40 • D1 I- ��I J� /� / { e-� It: I fi ?ir t! 1 II I II II I� i = 1 III I 'TYP Ili , i I I I ©20 I D2 I ril ii TYP• i i I - 3 1 x i I � I 40 REVIEWED FOR CODE COMPLIANCE TYP 1 1 D20 n � r . � I ! REFLECTED CEILING DEMOLITION PLAN 5 FINISH PLANO Giii .,N, MAY 232017 City of Tukwila BUILDING DIVISIQ 1/$ -1-O FLOOR III I I DEMOLITION PLAN 0 4' 8' 16' 32' SCALE: 1/8"=1'-0" 1 /8"=1'-0" SCALE: 1/8"=1'-0"SCALE: vSV• 0N• W = MAX. 100 Ib. PER STUD. METAL STUD 16" 0.C. 2'-0" 3/4" PLASTIC LAMINATE COUNTERTOP 8SUPPORTS, / 1/2" 16 GA. © ALL BACKING STUD TRACKS \ (� 3/4" x 3" STRETCHER, TYP. __\ __ \ N} c . DIA. HOLES FOR SHELF1 , BACKING 1 i I I DETAIL i I ! i i 1 ,1'� �y I ' .4 ���"�� .', ��'' FOR MISC. 16 GA.X6"X1-1/2" UNPUNCHED METAL TRACK W/LEGS CLIPPED & BENT EA. STUD. ATTACH TO EACH W/3(#10) SELF -DRILLING AND SELF -TAPPING SHEET METAL SCREWS (TO MIN. 3 STUDS) EXTEND BACKING 1 BAY BEYOND EDGE OF CABINET / EQUIP. NOTE: DO NOT CUT FLANGES BETWEEN SUPPORTING STUDS EQUIP. •3/16" •STUD TYP. 6'-0" • • 111 • '$'4 3/4" MELAMINE SHELF (1" IF OVER 3'-O" WIDE), TYP. - PROVIDE EDGE BANDS AT FRONT & BACK \ ..\\\ / / Z \ � \ T ,/' / / :44- �� 2 4 WOOD STRETCHERS AT1„,�'�,, x 2'-0” O.C. /3 PLASTIC LAMINATE BASE LOWER CABS w/o DRAWERS 8 lo- MILLWORK ELEVATION SCALE: 1/2"=1'-0" SCALE: N.T.S. IWAMI-Wall_equip_backing-01 SCALE: 1"="1'-0" IMWCB-Up_low-02 GENERAL NOTES. FLOOR DEMO PLAN NOTES POWER & SIGNAL PLAN NOTES LEGENDS POWER .& SIGNAL LEGEND 13, 110v. DUPLEX RECEPTACLE, MOUNTED VERTICALLY AT +18" „A.F.F., U.O.N. C" DESIGNATES RECESSED TYPE SOCKET. COMBINATION TELEPHONE/DATA OUTLET, WALL -MOUNTED AT 18" A.F.F. WITH FLEXIBLE CONNECTION TO PRE -WIRED FURNITURE SYSTEM. VERIFY CONNECTION REQUIREMENTS WITH FURNITURE MANUFACTURER PRIOR TO ROUGH -IN. COMBINATION TELEPHONE/DATA OUTLET MUD RING, WALL -MOUNTED AT 18" A.F.F., U.O.N. PROVIDE PULL ROPE TO ABOVE ACCESSIBLE CEILING SPACE. 1 110v. FOURPLEX RECEPTACLE, MOUNTED AT +18"A.F.F., U.O.N. E BLANK PLATE DEDICATED 110v./20 AMP DUPLEX RECEPTACLE, MOUNTED VERTICALLY AT EF l� +18" A.F.F., U.O.N. CITY OF TUKWILA 110v. DUPLEX RECEPTACLE, MOUNTED 6�� ABOVE COUNTER OR SPLASH. MAY 1 1 2017 TELEPHONE DATA OUTLET MUD RING, WALL -MOUNTED 6" PERMIT CENTER ABOVE COUNTER OR SPLASH. PROVIDE PULL ROPE TO ABOVE ACCESSIBLE CEILING SPACE. p • JUNCTION BOX, WALL -MOUNTED AT 18" A.F.F. WITH FLEXIBLE CONNECTION TO PRE -WIRED FURNITURE SYSTEM. SEE ELECTRICAL DRAWINGS. WALL -MOUNTED 4'-0"W X 4'-0"H X 3/4" THICK, FIRE -RATED PLYWOOD ® BACKBOARD PANEL BOTTOM OF PANEL TO BE INSTALLED AT 3'-0" A.F.F. PAINT TO MATCH WALL. PROVIDE (2) 20 AMP DEDICATED FOURPLEX OUTLETS, (1) FOR TELEPHONE i'UIPMENT & (1) FOR SECURITY. N NEW WALL LEGEND SEE SHEET A0.2 FOR ADDITIONAL GENERAL & ACCESSIBILITY NOTES 30 ALL FURNITURE TO BE PROVIDED AND INSTALLED BY TENANT. VERIFY EXACT LOCATIONS WITH D1 REMOVE PARTITIONS AND RELATED ELECTRICAL OUTLETS AS INDICATED. TERMINATE 1. FOR METAL STUD SIZES AND SPACING SEE LIMITING WALL 1-1WGHT TABLE L/240 ICC, ( SE A- � o. f # E K '1°111 i 2. ALL WALL STUDS TO BE 3-5/8", U.O.N. i4t brace.. ®& o c a -f- wear -F� 1—d 3. ALL RESTROOM WALL STUDS TO BE 6" AND FULLY INSULATED, U.O.N. 5+CG'-{-cA_Vrs 01.\#‘1 4. SEE KEYNOTE INFORMATION FOR ANY REQUIRED INSULATION. 5. CONTRACTOR SHALL PROVIDE RECORD DOCUMENTS AND PROVIDE SAID DOCUMENTATION TO TENANT CONSTRUCTION COORDINATOR OR ARCHITECT UPON COMPLETION. 6. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS (IF ANY) AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 7. CONTRACTOR TO INCLUDE ALL FLOOR PREPARATIONS IN BASE BID. 8. ALL DRYWALL CORNERS AND COLUMN EDGES TO BE FINISHED WITH CORNER "L" BEAD. ALL EXPOSED EDGES TO BE FINISHED WITH METAL TRIM. 9. DIMENSIONS OF COLUMN FURRING IN A COMMON AREA ARE TO BE EQUAL DIMENSIONS WITH EDGES ALIGNED, U.O.N. 10. INTERIOR GYPSUM BOARD WALL SHALL CONFORM TO ICC REPORT ESR -1338. e-- tie, P ` FURNITURE DEALER PRIOR TO INSTALLATION OF RELATED POWER & SIGNAL CONNECTIONS. ELECTRICAL LINES BACK TO POINT OF ORIGIN. EXISTING PARTITION CEILING LEGEND D2 REMOVE DOOR & SIDELIGHT ASSEMBLY. RETURN TO BUILDING STOCK. 31 VERIFY ELECTRICAL REQUIREMENTS WITH TENANT PRIOR TO CUBE INSTALLATION. FLOOR P LAN NOTES 32 VERIFY INSTALLATION HEIGHT OF PLYWOOD WI11-1 TENANT. PAINT PLYWOOD PHONE BOARD SAME COLOR AS WALL. VERIFY ELECTRIC REQUIREMENTS WITH TENANT. 33 PROVIDE ELECTRIC & DATA OUTLETS 5'-0"AFF FOR TENANT PROVIDED TV. EXISTING 2'x4'SUSPENDED CEILING GRID & TILES TO REMAIN 1 LOWER CABINETRY, NO DRAWERS OR BACK SPLASH. FINISH PLAN NOTES [T -� 2 BACKING SUPPORT BEHIND WALL -MOUNTED EQUIPMENT LOCATIONS. SEE eEXISTING 2'x4' FLUORESCENT LIGHT FIXTURE TO BE REMOVED FOR RELOCATION. 3 COPY/PRINTER MACHINE TO BE PROVIDED AND INSTALLED BY TENANT. REF. CLG DEMO PLAN NOTES .' EXISTING 2'x4' FLUORESCENT LIGHT FIXTURE TO REMAIN 40 PROVIDE B/S BROADLOOM CARPET, BASE & PAINT THROUGHOUT. RELOCATED EXISTING 2'x4' FLUORESCENT LIGHT FIXTURE WITH PARABOLIC LENS & ELECTRIC BALLAST. ® EXISTING CEILING -MOUNTED . EXIT SIGN TO REMAINCOMBINATION D20 EXISTING CEILING GRID & TILES TO REMAIN THROUGHOUT, U.O.N. PATCH & REPAIR GRID AS REQUIRED AND REPLACE DAMAGED TILES AS NEEDED. >- 1 -- Lu F - w 0 w O 0 w 0 O a_ m 0 0 J w li 0 Lu 0 0 w EDUCED P I\T 3015 112th avenue NE, suite 205 0 LN '44 REACH LOCAL N GTO N 98188 V J J_ WT >. o CtF— DEMO PLANS, PARTITION, REF. CLG, POWER SIGNAL & FINISH PLANS MILLWORK ELEVATION & MISCELLANEOUS DETAILS REMARKS ' DRAWN BY: AET JOB NO.: SEA17-6063-00 DATE REMARKS ISSUED FOR REVIEW ISSUED FOR PERMIT DATE N ..- 0.1 r 0 05.08.2017 PA/PM: C. KANG DRAWN BY: AET JOB NO.: SEA17-6063-00 SHEET A2.1 Mon, 08 May 2017