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HomeMy WebLinkAboutPermit D17-0204 - DSV AIR & SEA - NEW WALLS, CARPET AND KITCHEN CABINETSDSV AIR & SEA 16300 CHRISTENSEN RD SUITE 300 D17-0204 Parcel No: Address: O 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 2523049078 16300 CHRISTENSEN RD 300 Project Name: DSV AIR & SEA Permit Number: Issue Date: Permit Expires On: D17-0204 8/25/2017 2/21/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: TALON RIVERVIEW PLAZA LLC 720 OLIVE WAY STE 1020 , SEATTLE, WA, 98101 CHELSEA GASKILL Phone: (206) 575-3080 635 ANDOVER PARK W STE 107 , TUKWILA, WA, 98188 PATTISON GENERAL CONTRACTOR Phone: (425) 978-8222 15235 NE 90TH ST BLDG U, REDMOND, WA, 98052 PATTIGC917C7 Expiration Date: 3/1/2019 TALON RIVERVIEW PLAZA LLC 720 OLIVE WAY STE 1020, SEATTLE, WA, 98101 DESCRIPTION OF WORK: WALL DEMO, NEW WALLS, CARPET, PAINT AND NEW KITCHENETTE CABINETS Project Valuation: $110,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $2,773.00 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: 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: L�- Date: C77f%aC//� 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 permit and agree to the conditions attached to this permit. Date: 1 [25//7 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: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 6: 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. 7: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 8: 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). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 0 0 10: 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. 11: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 12: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 13: 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. 17: The total number of fire extinguishers required fora 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) 14: 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) 15: 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) 16: 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) 18: Maintain fire extinguisher coverage throughout. 19: 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) 20: 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) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: 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) 23: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1018.1) 27: 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) 25: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 0 0 24: 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). 28: 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. 29: 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. 26: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 30: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 31: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httn://www.TulcwilaWA.gov Building 'Perni Permit No. s17 — ProjeotNo. Date Application Accepted: Date Application Expires: 1-1 ;), -1 e (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: 163000 Christensen Road Tenant Name: DSV Air & Sea King Co Assessor's Tax No.: 38-4011128 Suite Number: 300 Floor: 3 PROPERTY OWNER Name: Talon Riverview Plaza Address: 16040 Christensen Road Suite 100 City. Tukwila State: WA Zip: 98188 CONTACT PERSON— person receiving allpinject communication. Name: Chelsea Gaskill Address: 16040 Christensen Road Suite 100 City: Tukwila State: WA Zip: 98188 Phone: (206) 575-3080 Fax: Email: cgaskill@pinnacle-commercial.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: Company Name: N/A Architect Name: Cindy Kang City: State: City: Bellevue State: WA Zip: Phone: Fax: Email: ckang@waremalcomb.com State: Contr. Reg No.: Phone: Exp Date: Tukwila Business License No.: H:WpplicationsWomn-AppHatinns On Line1201 I Appliation:T amil Appllptlon Revised - 8-9-I 1.docc Revised: August 2011 bb New Tenant: Q Yes 121 ..No ARCHITECT OF RECORD Name: Owner funded - Talon Riverview Plaza Company Name: Ware Malcomb Company Name: N/A Architect Name: Cindy Kang Address: 3015 112th Ave NE Suite 205 City: Bellevue State: WA Zip: 98004 Phone: (425) 670-6706 Fax: Email: ckang@waremalcomb.com State: ENGINEER• OF RECORD _ Name: Owner funded - Talon Riverview Plaza Address: 16040 CHristensen Road Suite 100 Company Name: N/A Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (requited for projects $5,000 or greater per RCW 19.27.095) Name: Owner funded - Talon Riverview Plaza 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): $ 110,000 Describe the scope of work (please provide detailed information): Wall demo, new walls, carpet paint, new kichenette cabinets. 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? ❑....... Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes Pr 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 El On-site Septic System - For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:1AppliestionWotnn-Applications On Line\2011 Appliutions\Permit Application Revised - 8-9-I1.docx Revised: August 2011 be Page 2 of 4 Existing interiorRemodel Addition to Esti g Structure New Type of Construction per IBC Type of Occupancy per IBC l" Floor 22,894 '2nd Floor 22,225 3rd Floor" 23,424 4,188 Floors -- - t Baser/kik Accessory Stmeture• Attaclied cii rage Detacbed::Garagd . AttacfiediCarport Defa`ched'Caipo'rt Covered`ileck 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? ❑....... Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes Pr 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 El On-site Septic System - For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:1AppliestionWotnn-Applications On Line\2011 Appliutions\Permit Application Revised - 8-9-I1.docx Revised: August 2011 be Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION - 206433=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 V ...Tukwila 0 ...Water District #1125 0 ...Water Availability Provided Sewer District la ...Tukwila ❑ ...Sewer Use Certificate ❑ ...Valley View ❑ ... Sewer Availability Provided ❑ .. Highline ❑ .. Renton ❑ .. Renton ❑ ,. Seattle Septic System: (rJ 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) ❑ .. Geotechnical Report ep ❑ ...Traffic Impact Analysis ❑ ...Bond 0 .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) roposed Activities (mark boxes that apply): 01 ..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 ❑ ...Total Fill cubic yards cubic yards ❑ .. Right-of-way Use - Profit for less than 72 hours .. Right-of-way Use — Potential Disturbance: ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer 0 .. Abandon Septic Tank 0 .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ ., Curb Cut 0 .. Channelization ❑ ...Frontage Improvements 0 .. Pavement Cut ❑ .. Trench Excavation El—Traffic Control 0 .. Looped Fire Line 0 .. Utility Undergrounding ...Backflow Prevention - Fire Protection " Irrigation Domestic Water 0 ...Permanent Water Meter Size... WO # 0 ...Temporary Water Meter Size .. WO # 0 ...Water Only Meter Size WO # ❑...Deduct Water Meter Size El ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 If FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter RefundBillina: Name: Mailing Address: City State Zip Day Telephone: City State Zip H: ApplicationslForms-Applications On Line1201 I Applations\Pemdt Application Revised - 8-9-11.doex Revised: August 2011 bb Page 3 of 4 `PERMIT'APPLICATIOiV'.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). 1 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 OW R OR A,TJTHORITTD AGENT: Signature: Print Name: 014.4,1s{� Mailing Address: ! L 0 t D C i'1 v i Sii vt S C V\ I -U I (o HMpplitations\Fo,ns-Applications On Lin uo11 Appliutions\Permit Application Revised - 8-9-11 docx Revised: August 2011 bb Date: 7/7--/t7 Day Telephone: Gtk-w(wit e=t8i`d City State ZiP Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY PermitTRAK PAID $2,773.00 D17-0204 Address: 16300 CHRISTENSEN RD 300 Apn: 2523049078 $2,773.00 DEVELOPMENT $2,691.57 PERMIT FEE R000.322.100.00.00 0.00 $1,628.53 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,058.54 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $81.43 TECHNOLOGY FEE R000.322.900.04.00 0.00 TOTAL FEES PAID BY RECEIPT: R12030 ' $81.43 $2,773.00 Date Paid: Tuesday, August 01, 2017 Paid By: TALON RIVERVIEW PLAZA LLC Pay Method: CHECK 001719 Printed: Tuesday, August 01, 2017 9:58 AM 1 of 1 I?SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Di7-62c Project: DSV 5'rff /114 Type of Inspection: PO i.D f IVIG F.—MOH, Address: j:‘ CJRI5T/ RP Date Called: Special Instructions: 43 18,0/gr r 4T Date Wanted: /C?—(Z./7 a.rp) p.m. Requester: Phone No: zo(0 _a` '7/- 96e/ Approved per applicable codes. O Corrections required prior to approval. COMMENTS: Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD V�.A Retain a copy with permit I "CI ION NO. PERMIT NO. Dl% -U20/ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: aAW MI srtr.,9 Type of In ection: Yf-4ei red Address: /c ' DC) CMw'tif4/ ,R.22 Date C lied: Special Instructions: J is fil �` Date Wanted: /0 /Z-/7 ;a.m p.m. Requester: Phone No: `, ✓' � � Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Af), 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 INS ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 11)0.0201-i 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: DS‘dr A1r2 ?ri 64 Type of Inspection: 60 z/A16.-- ,k -Address: Address: /6 33c') ettieN? Rb Date Called: Special Instructions: Date Wanted: /®V/ % Requester: Phone No: 1►a Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inswipi pector: A Date: l0 l/7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. CITY OF TUKWILA BUILDING 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 INSPECTION RECORD Retain a copy with permit PERMIT NO. DIVISION (206) 431-3670 Project:,Type 'bS VA wZ ( 564 of Inspection: LAP b I b C --6i / & Address: �7✓p r '' /4ffaje1i leb Date Called: Special Instructions: ' Date Wante : 27 ®7 m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. z INSPECTION NO. INSPECTION RECORD Retain a copy with permit D17 tD2.0q 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: Ds✓ Mr, t sEt} Type of Inspection: r 64 1Pt& Address: /6 300 cwRisi h'5JV RP Date Called: Special Instructions: 3•72k59 ', Date Wanted: -(I-17 a _ p.m Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: BK - 6R4-111/WG- Inspector: Date: / J 1 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 viith'�perm t DI.14 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: r) Type of Inspection: �r 'l --- i'� t ttevVt-e.vJ. bsv I I Address:/ Suite #: /J'D G ait 5,'&4 Contact Person: S Special Instructions: Phone No.: ,\-Appr vo ed per applicable codes. Corrections required prior to approval. COMMENTS: NIFYIi ALA0114\76-A r `J (J ^'t l;- f1lO�-Y L` -YJ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: fyit 54- Date: f o j o f /-F-- Hrs.: $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 f�. Jr74- — eZAZ -S-/h PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 'Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,4,4 1)\/ Type of Inspection�V _ Project: Address:`` Suite #: / �2 e // �,f 7y1 s4e05g-,✓ i, s Contact Person: _;°-64 Special Instructions: Monitor: Phone No.: 'Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,4,4 Sprinklers: °i Date: 7 /ix -it q____ Hrs.: Fire Alarm: Hood & Duct: i Monitor: / Pre -Fire: 4 Imo. C -e ver-- Permits: Occupancy Type: • 7:1 -Ob - 4? 94 47 7 N `ta 74� ( S 10,612.. 0,6. c 52.1 ,---ft %mss o -,,i pi...4-,./ ,; Needs Shift;Inspection: ,4,4 Sprinklers: °i Date: 7 /ix -it q____ Hrs.: Fire Alarm: Hood & Duct: i Monitor: / Pre -Fire: Permits: Occupancy Type: • Inspector: -, ,4,4 5 iii, Date: 7 /ix -it q____ Hrs.: ' $6100.00 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 HERMIT COORD COPY. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0204 DATE: 08/01/17 PROJECT NAME: DSV AIR & SEA SITE ADDRESS: 16300 CHRISTENSEN RD - SUITE 300 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Aut Building Division bt J/ )-H Public Works 1116 h Fire Prevention Structural ,J2 "MSA (8-1_H7 Planning Division If ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 08/03/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 08/31/17 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only 'CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PATTISON GENERAL CONTRA OR Home. Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries C Search L&I Page 1 of 2 ARS a' A-LIndex t-lelp Myt.&t Workplace Rights Trades & Licensing PATTISON GENERAL CONTRACTOR Owner or tradesperson Principals PATTISON, MICHAEL WINFIELD, PRESIDENT PATTISON, JAN LA REE LOUISE, VICE PRESIDENT Doing business as PATTISON GENERAL CONTRACTOR WA UBI No. 602 182 087 Parent company PATTISON INC 15235 NE 90th Street Bldg U REDMOND, WA 98052 425-497-8222 KING County Business type Corporation Governing persons • MICHAEL W PATTISON JAN L L PATTISON; ZACHARY V MASON; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. PATTIGC917C7 Effective — expiration 02/27/2009— 03/01/2019 Bond ................. FIRST NAT INS CORP Bond account no. 6519060 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 02/20/2008 02/27/2009 Expiration date Until Canceled Insurance Charter Oak Fire Ins Co $1,000,000.00 Policy no. DTCO8G246583-15 Received by L&I Effective date 02/16/2017 02/24/2016 Expiration date 02/24/2018 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602182087&LIC=PATTIGC917C7&SAW= 8/25/2017 W: \SEA\16\6310\00\Architectural\Cad\CD\6310_A01.dwg CAUTIO\: IF THIS SHEET IS NOT 30""x42"` IT IS A EDUCED P ABBREVIATIONS ' GENERAL PROJECT NOTES DRAWN BY: & And F.A. Fire Alarm PRCST. Pre -cast F.B. Flat Bar Angle PL. Plate F.D. Drain- Floor Dr P.LAM. Plastic Laminate C� At e Centerline FDN. Foundation PLAS. Plaster F.E. Fire Extinguisher g PLYWD. Plywood yw Diameter or Round F.E.C. Fire Extinguisher Cab PR. Pair Pound or Number F.H.C. Fire Hose Cabinet it PT. Point (E) Existing FIN. Finish P.T.D Paper Towel Dispenser FL. Floor P.T.D/R Combination Paper Towel ACOUS Acoustical FLASH. Flashing PThJ• Partition A.D. Area Drain FLUOR. Fluorescent P.T.R. Paper Towel Receptacle ADJ. Adjustable F.O.C. Face of Concrete P.J. Panel Joint AGGR. Aggregate F.O.F. Face of Finish AL Aluminum F.O.M. Face of Mullion Q.T. Quarry Tile APPROX. Approximate F.O.SH. Face of Sheathing R. Riser ARCH. Architectural FPRF. Fireproof RAD. Radius ASB. Asbestos F.S. Full Size R.D. Roof Drain P FT. Foot or Feet ASPH. Asphalt REF. Reference FTG. Footing REFR. Refrigerator BD. Board FURR. Furring RGTR. Register BITUM. Bituminous FUT. Future REINF. Reinforced BLDG. Building REQ. Required BLK. Block GA. Gauge RESIL. Resilient BLKG. Blocking GALV. GalvanizedDESIGN g RM. Room BM. Beam G.B. Grab Bar R.O. Rough Opening B.O.C. Bottom of Concrete GL. Glass RWD. Redwood B.O.M. Bottom of Mullion GND. Ground R.W.L. Rain Water Leader B.O.P. Bottom of Panel GR. Grade B.O.R. Bottom of Reveal GYP. Gypsum S. South BOT. Bottom H.B. Hose Bibb SAF Self Adhered Flashing H.C. Hollow Core S.C. Solid Core CAB. Cabinet HDWD. Hardwood S.C.D. Seat Cover Dispenser C.B. Catch Basin HDWE. Hardware SCHED. Schedule CEM. Cement H.M. Hollow Metal S.D. Soap Dispenser CER. Ceramic HORIZ. Horizontal SECT. Section C.I. Cast Iron HR. Hour SH. Shelf C.G. Corner Guard HGT. Height SHR. Shower CLG. Ceiling SHT. Sheet CLKG. Caulking SIM. Similar PLO. Closet I.D. Inside Diameter (Dim.) S.N.D. Sanitary Napkin Disp. CLR. Clear INSUL Insulation S.N.R. Sanitary Napkin Recept. C.O. Cased Opening INT. Interior P 9 SPEC. Specification COL. Column Jan. Janitor SQ. Square C..O.M. Center of Mullion JT. Joint S.ST. Stainless Steel (tONC. Concrete KIT. Kitchen S.SK. Service Sink CONN. Connection K.O. Knock Out STA. Station CONSTR. Construction STD. Standard CONT. Continuous C.O.R. Center of Reveal LAB. Laboratory STL. Steel LAM. Laminate STOR. Storage CORR. Corridor STRL. Structural CTSK. Countersunk LAV. Lavatory SUSP. Suspended CNTR. Counter LKR. Locker SYS. Symmetrical CYR. Center LT. Light TRD. Tread T.B. Towel Bar DBL. Double MAX. Maximum T.C. Top of Curb DEPT. Department M.C. Medicine TEL. Telephone D.1=. Drinking Fountain MECH. Mechanical TER. Terrazzo DET. Detail MEMB. Membrane T. & G. Tongue and Groove DIA. Diameter DIM. Dimension MET. Metal THK. Thick DI$P. Dispenser MFR. Manufacturer T.O.C. Top of Concrete P MIN Manhole T.O.P. Top of Panel DN. Down MIN. Minimum T.O.R. Top of Reveal/ D.O. Door Opening MIR. Mirror T.O.RC. Topof DeepRecess DR. Door MISC. Miscellaneous T.O.M. Top of Mullion DWR. Drawer M.O. Masonry Opening T.O.W. Top of Wall DS. Downspout MTD. Mounted T.P. Top of Pavement D.S.P. Dr Standpipe YMUL. Mullion T.P.D. Toilet Paper Dispenser DWG Drawing T.V. Television E. East N. North T.W. Top of Wall EA. Each N.I.C. Not In Contract TYP. Typical E.J. Expansion Joint NO. Number UNF. Unfinished EL Elevation NOM. Nominal U.O.N. Unless Otherwise Noted ELEC. Electrical N.T.S. Not To Scale UR. Urinal ELEV. Elevator VERT. Vertical EMER. Emergency O.A. Overall VEST. Vestibule ENCL Enclosure OBS. Obscure E.P. Electrical Panelboard O.C. On Center W West EQ. Equal 0.0. Outside Diameter Dim. W/ With q ( )ONCERNING W.C.WWater Closet EQPT. Equipment OFF. Office E.W.C. Electric Water Cooler OPNG. Opening WD Wood EXST. Existing OPP. Opposite WPM Without EXPO. Exposed WPM Waterproofing Membrane P EXP. Expansion WRB Wheather/Waterive EXT. Exterior Resistive Barrier WSCT. Wainscot WT. Weight GENERAL NOTES: JOB SITE NOTES: 1. ALL SHALLr WORK BE SO AS TO COMPLY WITH ALL LEGAL, INDUSTRY 1. WHERE EXISTING ARE ADJACENT TO THE JOB SITE TENANT _3 AND PROJECT -SPECIFIC P ECIFIC REQUIREMENTS AND STANDARDS INCLUDING WITHOUT THE CONTRACTOR SHALL MINIMIZE CONSTRUCTION NOISEEXTREMELY NOISY LIMITATION OF THE FOLLOWING.NON-TYPICAL CONSTRUCTION SHALL OCCUR AT BUSINESS HOURS. CONTRACTOR SHOULD NOTIFY BUILDING REPRESENTATIVE OF SPECIAL CIRCUMSTANCES IN ADVANCE PRIOR TO WORK. A. ALL APPLICABLE BUILDING CODES B. ALL APPLICABLE SPECIALTY CODES INCLUDING THE MOST CURRENT ISSUES AND 2. THE CONTRACTOR AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND SUPPLEMENTS SURROUNDING AREA FREE FROM .DUST AND DEBRIS. THE WORK SHALL BE IN C. THE PROJECT MANUAL AND ASSOCIATED SPECIFICATIONS CONFORMANCE WITH THE AIR AND WATER POLLUTION CONTROL STANDARDS AND D. THE MANUFACTURER'S REQUIREMENTS OR RECOMMENDATIONS REGULATIONS OF THE STATE DEPARTMENT OF HEALTH. E. ALL APPLICABLE LANDLORD BUILDING STANDARDS 3. CONSTRUCTION DEBRIS AND WASTES SHALL BE DEPOSITED AT AN APPROPRIATE SITE. THE CONTRACTOR SHALL INFORM THE BUILDING REPRESENTATIVE OF THE 2. IN USING THESE PLANS FOR BIDDING OR CONSTRUCTION PURPOSES, ALL LOCATION OF DISPOSAL SITES. CONTRACTORS ARE REQUIRED TO REVIEW AND TREAT THEM AS A WHOLE IN ORDER TO IDENTIFY ALL REQUIREMENTS THAT DIRECTLY OR INDIRECTLY AFFECT 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF THE J013 THEIR PORTION OF THE WORK, EVEN REQUIREMENTS LOCATED IN SECTIONS AFTER ITS COMPLETION. WHERE APPLICABLE, CLEANING SHALL INCLUDE, BUT DESIGNATED AS APPLICABLE TO OTHER TRADES OR IN DOCUMENTS PROVIDED BY NOT BE LIMITED TO, THE EXTERIOR AND THE INTERIOR OF THE BUILDING, THE OTHER MEMBERS OF THE PROJECT DESIGN TEAM. UNLESS EXPRESSLY PROVIDED PATH OF TRAVEL TO THE JOB SITE, PARKING LOTS, ELEVATORS, LOBBIES, AND OTHERWISE; THE INTENT IS TO INCLUDE ALL LABOR, MATERIALS, PRODUCTS AND CORRIDOR CARPETS. SERVICES NECESSARY OR APPROPRIATE FOR THE COMPLETED PROJECT AS CALLED FOR OR REASONABLY IMPLIED FROM THE PLANS AND SPECIFICATIONS 5. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION, WHERE REQUIRED PROVIDED BY THE PROJECT'S TEAM.IN CASE OF CONFLICTS OR PER STATE AND LOCAL CODES. . OMISSIONS, THE AFFECTED CONTRACTOR IS REQUIRED TO EITHER OBTAIN DIRECTION FROM AN APPROPRIATE REPRESENTATIVE OF THE OWNER, OR 6. IF TRENCHES OR EXCAVATIONS 5'-0" OR MORE IN DEPTH ARE REQUIRED, OBTAIN OTHERWISE TO APPLY THE MORE STRINGENT OR COSTLY STANDARD. ISSUANCE OF A BUILDING OR GRADING PERMIT. 3. IN INTERPRETING THESE PLANS, THE FOLLOWING GENERAL RULES APPLY: 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. A. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS B. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES 8. CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING OFF SUPPLY AND RETURN AND TYPICAL DETAILS AIR GRILLES, DIFFUSERS & DUCTS TO KEEP DUST FROM ENTERING INTO BUILDING C. WORK NOT PARTICULARLY SHOWN OR SPECIFIED SHALL BE THE SAME AS AIR DISTRIBUTION SYSTEMS. SIMILAR PARTS THAT ARE SHOWN AND SPECIFIED D. WORK SHOWN AS "NIC" IS FOR REFERENCE ONLY AND THE RESPONSIBILITY OF 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE THE CONTRACTOR ONLY TO THE EXTENT THAT THIS WORK MAY REQUIRE SOME SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. REASONABLE PROTECTION OR COORDINATION EFFORTS. 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, 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 DRAWING NOTES: PROCEDURES INCLUDING ANY AND ALL SAFETY PRECAUTIONS AND PROGRAMS, AND SHALL INDEMNIFY TO THE FULLEST EXTENT ALLOWED BY LAW THE OWNER 1. UNLESS OTHERWISE NOTED OR INDICATED, ALL DIMENSIONS ON THESE DOCUMENTS AND THE PROJECT DESIGN TEAM FROM AND AGAINST ANY AND ALL RELATED2015 SHALL BE TO FACE OF CURB,FACE OF CONCRETE OR MASONRY, FACE OF FINISH CLAIMS AND LIABILITY. OR CENTERLINE OF GRIDS. 5. THESE PLANS AND SPECIFICATIONS ARE INTENDED TO SET FORTH THE 2. ALL VERTICAL DIMENSIONS SHOWN ARE FROM FLOOR SLAB,U.O.N. REQUIREMENTS FOR CONSTRUCTION IN ONLY AN INDUSTRY -STANDARD LEVEL OF QUALITY AND DETAIL, AND THEY ARE INTENDED TO BE SUPPLEMENTED BY 3. DIMENSIONS SHOWN IN FIGURES TAKE PRECEDENCE OVER DIMENSIONS SCALED APPROPRIATE REQUESTS FOR INFORMATION (RFIs). ERRORS AND OMISSIONS ARE FROM DRAWINGS. LARGE SCALE DRAWINGS AND DETAILS TAKE PRECEDENCE OVER TO BE EXPECTED AND ANTICIPATED, AND ALL CONTRACTORS ARE REQUIRED TO SMALLER SCALE DRAWINGS. CAREFULLY REVIEW THESE PLANS FOR ERRORS AND OMISSIONS AND TO BRING �� THESE ERRORS AND OMISSIONS TO THE ATTENTION OF AN APPROPRIATE OWNER 4. THE TERM "ALIGN", AS USED IN THESE DOCUMENTS, SHALL MEAN TO REPRESENTATIVE IN A TIMELY MANNER; AND ANY CONTRACTOR WHO FAILS TO DO ACCURATELY LOCATE FINISHES IN THE SAME PLANE. SO BEFORE BIDDING OR OTHERWISE PROCEEDING ASSUMES THE RISK OF ANY CONSEQUENCES. 5. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT,FIRE U.O.N. 6. SCALED DIMENSIONS SHOULD BE CONSIDERED ONLY APPROXIMATE; AND IN ANY EVENT ALL CONTRACTORS PROCEED AT THEIR OWN RISK IF THEY FAIL TO VERIFY "TYPICAL" 6. DETAILS ARE USUALLY KEYED AND NOTED ONLY ONCE, WHEN THEY AND FIELD MEASURE DIMENSIONS BEFORE PROCEEDING WITH ANY AFFECTED PROCUREMENT, FABRICATION OR CONSTRUCTION. FIRST OCCUR AND ARE REPRESENTATIVE OF ALL SIMILAR CONDITIONS THROUGHOUT, U.O.N. 7. PLANS ARE TO BE CONSIDERED DIAGRAMMATIC IN NATURE AND INTENDED ONLY 7. COLUMN CENTERLINES (GRID LINES) ARE SHOWN FOR DIMENSIONING PURPOSES. TO DEMONSTRATE THE RELATIONSHIP AMONG COMPONENT PARTS, AND NOT TO DEPICT SPECIFIC LOCATIONS.. 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. 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 INTERIOR / EXTERIOR NOTES: THAT CAN BE OBTAINED FROM THE PLANS BY MATHEMATICAL CALCULATION THAT ARE IN EFFECT A SUBSTITUTION SUBMITTAL, OR THAT SEEK DIRECTION 1. WHERE ELECTRICAL, MECHANICAL AND/OR PLUMBING ITEMS, SUCH AS LIGHTS, / CONSTRUCTION MEANS AND METHODS OR SAFETY PRECAUTIONS. DUCTS, PIPING, DOWNSPOUTS, ETC. ARE TO PENETRATE ANY BUILDING FOOTINGS, WHERE APPROPRIATE, RFI's SHOULD BE SPECIFIC AS TO WHICH PORTION OF THE SLABS, FLOORS, STRUCTURAL FRAMING, WALL PARTITIONS, CEILINGS, ETC., IT IS PLANS AND SPECIFICATIONS NEEDS CLARIFICATION, AND WHAT INFORMATION IS REQUIRED THAT AN APPROPRIATELY SIZED OPENING OR CLEARANCE BE FURNISHED. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL.ITEMS REQUIRED. WITH THE CONSTRUCTION DOCUMENTS PRIOR TO THE INSTALLATION OF 9. NO DEVIATIONS OR OMISSIONS FROM THE REQUIREMENTS OF THE PLANS AND STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WORK. ANY CONFLICT OR SPECIFICATIONS PROVIDED BY THE PROJECT'S DESIGN TEAM ARE ALLOWED DISCREPANCY WITHIN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE WITHOUT THE EXPRESSED AUTHORIZATION OF AN APPROPRIATE OWNER ARCHITECT'S ATTENTION FOR CLARIFICATION. REPRESENTATIVE, AND THE RESPONSIBLE CONTRACTOR WILL INDEMNIFY AND HOLD HARMLESS THE OWNER AND THE PROJECT DESIGN TEAM FROM AND AGAINST THE 2. CONTRACTOR, ALONG WITH MECHANICAL CONTRACTOR, SHALL PROVIDE AND CONSEQUENCES OF ANY UNAUTHORIZED DEVIATIONS OR OMISSIONS. SUBSTITUTION LOCATE ACCESS DOORS/PANELS IN WALL & CEILING CONSTRUCTION AS REQUIRED WILL BE CONSIDERED ONLY IF THE PROPOSED SUBSTITUTION TO PROVIDE ACCESS TO MECHANICAL, FIRE SPRINKLER, PLUMBING & ELECTRICAL IMPROVES THE QUALITY OF THE PROJECT TO THE OWNER; AND IN NO EVENT WILL WORK. CONTRACTOR SHALL SUBMIT A PLAN OF ALL PROPOSED ACCESS PANEL THE OWNER BE REQUIRED TO AUTHORIZE A SUBSTITUTION THAT IS NOT EQUAL IN LOCATIONS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. QUALITY TO WHAT IS SPECIFIED. 3. ALL PENETRATIONS AT RATED CONSTRUCTION SHALL BE PROTECTED TO MAINTAIN 10. DESIGN/BUILD CONTRACTOR SUBMITTALS WILL BE REVIEWED BY THE PROJECT RATING. DESIGN TEAM, IF AT ALL, ONLY FOR CONFORMANCE WITH THE AESTHETIC ASPECTS AND MAJOR SPACE LIMITATIONS OF THE PROJECT; AND EACH 4. WHERE OCCURS, CONTRACTOR SHALL PATCH ANY EXISTING WALLS AND/OR DESIGN/BUILD CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: CEILINGS AS NEEDED TO REFURBISH THE LEASE SPACE AND REPAIR ALL DAMAGES CAUSED BY CONTRACTOR. A. PREPARING ALL THE ENGINEERING AND OTHER DRAWINGS AND SPECIFICATIONS FOR THE COMPONENTS OF ITS DESIGN/BUILD UNDERTAKING. 5. INTERIOR WALLS AND CEILINGS SHALL BE INSTALLED IN ACCORDANCE TO STATE & CODES, INCLUDING REQUIREMENTS FOR FLAME SPREAD AND SMOKE B. COMPLYING WITH THE PROJECT'S REQUIREMENTS AND SPACE LIMITATIONS. DENSITY RATINGS FOR FINISH MATERIALS. C. COORDINATION AND INTERFACING WITH OTHER TRADES AND CONSULTANTS. D. OBTAINING ANY REQUIRED OR APPROPRIATE APPROVALS FROM AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. 6. WHEN USED, ALL NOISE BARRIER BATTS (SOUND INSULATION) AND INSULATION E. HAVING THEIR DESIGN CONSULTANTS SERVE AS THE PROFESSIONAL OF RECORD BATTS SHALL BE NON-COMBUSTIBLE AND SHALL NOT CONTAIN OR UTILIZE FOR THE PORTIONS OF WORK WHICH THEY DESIGN. OZONE DEPLETING COMPOUNDS. 11. AT THE CONCLUSION OF THE CONSTRUCTION, EACH PRIME CONTRACTOR SHALL 7. ALL NEW CONSTRUCTION MATERIALS SHALL BE 100% ASBESTOS -FREE. 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 OR ONTOE BEHALF OFSAMEVTHEE NPROJ CT DESIGN AS THE OTHERINSTRTEAM, INCLUDING WITHOUT LIMITATION MENTS OF SERVICE REPAREDBY 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. s r r n- a wr u r v ,r <x r bg {, a 16300 C R1S NS N RD, ST 300 UKW1 A wA 981 88 (For enant Improvement PROJECT DATA SHEET INDEX BUILDING DEPARTMENT' ARCHITECTURAL (7 SHEETS CITY OF TUKWILA, WA BUILDING CODES' 2015 INTERNATIONAL BUILDING CODE - WAC 51-50 A0.1 TITLE SHEET A0.2 GENERAL NOTES & ACCESSIBILITY NOTES 2015 INTERNATIONAL EXISTING BUILDING CODE - WAC 51-50-480000 2015 INTERNATIONAL MECHANICAL CODE - WAC 51-52 INTERNATIONAL FIRE CODE - WAC 51-54 2015 WASHINGTON STATE ENERGY CODE - WAC 51-11 2015 UNIFORM PLUMBING CODE AND STANDARDS - WAC 51-56 AND WAC 51-57 2009 ICC A117.1 - ANSI OCCUPANCY CLASSIFICATION' PER IBC CHAPTER 3 SECTION 302 - B ( ) A0.3 ACCESSIBILITY DETAILS A1.1 OCCUPANCY & EXIT PLAN AD.1 FLOOR & REFLECTED CEILING DEMOLITION PLANS A2.1 FLOOR, REFLECTED CEILING, POWER SIGNAL & FINISH PLANS A3.1 WALL CEILING MISCELLAENOUS DETAILS,MILLWORK NOTES DETAILS & ELEVATION ' PARTITION' PER IBC CHAPTER 7 - N A TYPE OF CONSTRUCTION' PER IBC CHAPTER 6 (SECTION 602) - V -B SPRINKLERED' YES N N NUMBER OF STORIES: 3 ABOVE GROUND N o NI s ASSESSOR'S PARCEL NO ' 252304-9039 PROJECT SCOPE: THE SCOPE OF THIS PROJECT ISA TENANT IMPROVEMENT FOR USE OF THE SAME. DEMOLITION TO INCLUDE PARTITIONS, MILLWORK, PLUMBING, DOORS & RELITES. RENOVATIONS TO INCLUDE, NEW BREAK ROOM WITH ' WALL PLUMBING FURR-OUT, CONFERENCE ROOM & (2) OFFICES. TENANT OCCUPANCY: OFFICE (B) 3,527 S.F. °' 0 ELECTRICAL V iF\/1B O LS YSUBMITTALS A BIDDER DESIGN (UNDER SEPERATE PERMIT) MECHANICAL INTERIOR ELEVATION VIEW ALIGN INTERIOR ELEVATION REFERENCE D B OFFICE s ROOM NAME �SHEET NUMBER OFFICE C 0000 N ROOM NUMBER d - WALL MATERIAL TYPELOCAL BIDDER DESIGN (UNDER SEPERATE PERMIT) PLUMBING P Q TYPE NUMBER CT OD DOOR NUMBER C FLOOR MATERIAL TYPE 1 TYPE NUMBER EXISTING DOOR MISC. MATERIAL TYPE BIDDER DESIGN (UNDER SEPERATE PERMIT) L COPY M-0(-- PL v TYPE NUMBER ^' DETAIL REFERENCE XXX KEYNOTE INDICATOR %Aft \- SHEET NUMBER - Pe it o. Plan raview cpprovEl is subject to errors and omissions. of z�� �s� �ndocuments Approval c�,.�i-uc ioI7 does not authorize the Violation of any adopted cue or ordinance. of approved Field Copy and «. ; ,. ns is acknowledged: By: ® FINISH INDICATOR DETAIL SECTION REFERENCE 'NUMBER REVISION SHEET DETAIL SECTION REFERENCE SHEET NUMBER FIRE EXTINGUISHER CABINET W/ FIRE EXTINGUISHER ,. Date: • 5 City of Tukwila BUILDING DIVISI EXTERIOR ELEVATION REFERENCE o WALL -MOUNTED FIRE EXTINGUISHER SHEET NUMBER VICINITYMAP PROPERTY MANAGER ARCHITECT EV!P� � !S.{���S ,- ` '�� \ ��F �'pl No changes shat! h0 made to the scope of work vvithe:.:. pr ori approval of �(if,.•Vi{ci Building Civision. nt0'%: iri.,ViSi�1S will require a n: �v pian subm�ta! and may include additional plan review fees. PINNACLE > _COMB �' y 1450 114TH AVE SE STE 205 TAMARA MALONEY BELLEVUE, WA 98004 PH: 425 289-4900 ( ) tmaloney@pinnacle-commercial.com IRENE CONNOR 3015 112TH AVENUE NE, SUITE 205 PH: (425) 670-6706 BELLEWE. WASHINGTON. 98004 iconnorC�Dwaremalcomb.com vz cn No BL SOU EN 'rNC ` 1 ) ;= �.- _ F ;` t ; {` II I � \ CITY ` 'fi , :° ' - - I I ;III -_-__ _ '''/ - I~: � �r and L�`Ft^o.i?s� :cat Q�Eizcmcai Cas Piping _ -- 1'” 'ARKWAY .. \ PARK ; I ' ' ! - '���/// ~--::. / ' j N REVIEWED City Tukwila Q w > Z W Q w Z EVANS BLACK DR. GREEN Ri�E 0 `.ti R w = �__ _ 1j s i t f---._,_,.`._� ''' *---, i. FOR COD of DEFERRED SUBMITTALS: DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED 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. I ole E COMPLIANCE t ."'" : I I/ i i i i i i, I� i.. ._ ;.fV�SloiV , I ,'�./j�%% t , J, r_ I } ! ; ;. ! �''°j ` w ���� � � �1111�°((11!111,`1° // APPR(3VED CITY of TUK rILA 11 i >t f JI L--, 4 f� 1/ / r (' 1, : 11111 I : 1111:1::1 __._ ji 11 :11:1 1111,6111 i i 1 11111' rni 1 I / / i 11} 1 i 3'i IE " Ei t �1_l.Illilll.l iI1111111i 11 11lllil IIE3i'PI1�I'iII11111iL1' AUG 1 7 201 AUG O Z 2OI7 [%� (-r' ; j / 1 J I f? ! 1, I f i1 / 611 I I 1 111 i i i l i 1 i 111 i l i 11 u l i l ' -1 11111 ul III 1 111 : C 1 it 11 �' ij ' I :_ ,/ %/' J i I' I ; ; I t ; f- t� 1 : Ilia III IE. I. 11"IIIII,I,'ll,ullM ;l III City of Tukwila PERMIT CENTER BUILDING DIVISION ilk BAKER BLVD. N < P z v x _ i 1 ::`l 1_- ,illi i11 11.1 1: 1 i 11 II % I% / J ° ' 1 1 1 I 1 ` 111 i[. 1..3.1 1�f // ._ ,TFT ! s E Z i1ll1 L 1', < ' I 1 111'11 1'111 11111'1111 111 111`: n':JJ I:.11;I I!:fli11 ;f` 1. 1 CHRISTENSEN R❑� 1 �0,025 5' V' 200 e7 , • SITE 16300- SUITE 300 1 0 20 / NVPROJECT NO SCALE PROJECT SITE 16300- SUITE 300 w cn J J 0 z z 0 cnz Lu w J U w 0 Lu U w 0 Lu 0 w cc 0 w J Q z 0 z w 0 z Co 0 0 J w 1- w w w Cc ›- CO 1- CL w U X UJ Cc 0 C- UJ 1- 0 >- z 0 0 w w m 1- 0 z -J J Cn 0 z CCI 0 0 J w C✓ w 0 1- CL 2 0 0 0 I\T as OTts 92 r:4.‹ cit C3 J 0 DSV RIVERVIEW PLAZA 16300 CHRISTENSEN RD, STE. 300 COCO CO0) TITLE SHEET REMARKS I DRAWN BY: AET JOB NO.: SEAT 6-6310-01 DATE REMARKS ISSUED FOR CLIENT REVIEW ISSUED FOR CLIENT APPROVAL ISSUED FOR FINAL CLIENT REVIEW ISSUED FOR PERMIT DATE N N 06.26.2017 N o NI N 0 CV °' 0 0 0 0 N I'7 d - PA / PM: I. CONNOR DRAWN BY: AET JOB NO.: SEAT 6-6310-01 SHEET A0.1 Mon, 17 Jul 2017 W: \SEA\16\6310\00\Architectural\Cad\CD\6310_A02.dwg CAU TI 0\ IF THIS SHEET IS NOT 30-x42` IT IS A EDUCED P THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY IkT tM w cts O .i II E k o N O ta J lii DSV RIVERVIEW PLAZA 0 M w F - (J) (J) Ors z ''w VJ z w VJ I 0 C M TUKWILA, WA 98188 IGENERAL & ACCESSIBILITY NOTES DESIGN BUILD NOTES FINISH NOTES CEILING NOTES JOB NO.: SEA16-6310-01 FIRE AUTHORITY NOTES DEMOLITION NOTES FLOOR PLAN N DATE 1. 2. - 3. 4. LIGHT SWITCHES SHALL BE INSTALLED AT +48"A.F.F. MULTIPLE SWITCHES SHOULD BE GANGED TOGETHER UNLESS OTHERWISE SPECIFIED. CONTRACTOR TO VERIFY ALL SWITCH LOCATIONS WITH THE ARCHITECT PRIOR TO INSTALLATION. NUMBER OF SWITCHES FOR OPEN AREA IS BIDDER DESIGN. SWITCHES INDICATED ON THE DRAWINGS FOR OPEN AREA ARE FOR REFERENCE ONLY. CONTRACTOR SHALL PROVIDE SEISMIC BRACING AT ALL NEW AND RELOCATED LIGHT FIXTURES. 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. 1. NO FINISH SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY ARCHITECT. 2. CONTRACTOR 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. CONTRACTOR TO VERIFY OMITTED 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,4. 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. B. ONE (1) 24" X 24" MOCK-UP WITH SAMPLE SEAM (CENTERED) OF ALL 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 SHALL BE LOCATED OVER ACOUSTICAL CEILINGS. NO ACCESS HATCHES SHALL BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL BY ARCHITECT. (NO EXCEPTION) -TO BEFULLY RECESSED AND 10. ALL SPRINKLER HEADS AT HARD LID CEILINGS ARE CONCEALED. HEADS ARE TO BE CENTERED BETWEEN LIGHTS IN A UNIFORM 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. SMOKE EXIT SIGNS WALL WASHERS, DETECTORS, LOCATE RECESSED DOWN LIGHTS,, 12.8. SPEAKERS, FIRE SPRINKLERS, ETC. IN CENTER OF 24"x24"CEILING TILES OR IN 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. CONTRACTOR AND ARCHITECT TO REVIEW & APPROVE CHALK 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 4. ALL CONDUIT PIPING IN ELECTRICAL ROOM TO BE CONCEALED CONSTRUCTION. 5. DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO BE 0'-4" OF ADJACENT PERPENDICULAR PARTITION. 6. CONTRACTOR SHALL USE 3-5/8" METAL STUDS MINIMUM AT WALLS. CONTRACTOR TO VERIFY ACTUAL DEPTH REQUIRED, SHALL BE REPORTED TO THE ARCHITECT. 7. USE WATER RESISTANT GYPSUM BOARD/FIBER BOARD AT ALL MOISTURE OR WHERE TILE IS USED. 8. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES. 9. ALL HOT WATER LINES SHALL BE PROPERLY INSULATED. SEE DRAWINGS. 10. ALL PLUMBING CLEAN -OUTS SHALL BE INSTALLED WHERE READILY CONTRACTOR SHALL COORDINATE ALL CLEAN-OUT LOCATIONS AND CABINETS. SUBMIT A PLAN OF ALL PROPOSED LOCATIONS FOR APPROVAL PRIOR TO INSTALLATION. 11. ALL MILLWORK SHALL CONFORM TO STATE 8c LOCAL WOODWORKING 12. FIELD MEASURE AS REQUIRED FOR ALL MILLWORK CONDITIONS FABRICATION. 13. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECT AND APPROVAL PRIOR TO MANUFACTURE OF ANY CABINET WORK, OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED 14. CONTRACTOR TO VERIFY FINAL LOCATION FOR CANTILEVERED IN -WALL SUPPORT BRACKETS PRIOR TO GYPSUM BOARD FINISHING ALL FINAL INSTALLATION HEIGHTS FOR IN -WALL SUPPORT BRACKETS ALL ACCESSIBILITY CODES REQUIREMENTS WITH COUNTERTOP INCLUDED. 15. PROVIDE AND INSTALL ALL NECESSARY WALL BACKING, STIFFENERS, BACK-UP PLATES AND/OR SUPPORTING BRACKETS AS REQUIRED INSTALLATION OF WALL -MOUNTED OR SUSPENDED EQUIPMENT VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. CATALOG CUT SHEETS FOR ARCHITECT'S APPROVAL. 16. PROVIDE AND INSTALL ALL NECESSARY ELECTRICAL CONNECTIONS SUPPLY, FITTINGS & CONNECTORS TO COMPLETE INSTALLATION EQUIPMENT INDICATED ON PLAN. VERIFY REQUIREMENTS WITH PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR APPROVAL. 17. EXACT LOCATION OF FIRE EXTINGUISHER CABINETS TO BE CONFIRMED ARCHITECT BEFORE INSTALLATION. PROVIDE ADDITIONAL FIRE CABINETS AS REQUIRED BY THE FIRE DEPARTMENT FIELD INSPECTORS. 18. CONTRACTOR TO VERIFY LOCATION OF ALL THERMOSTATS WITH TO INSTALLATION. 19. ALL EXITS SHALL HAVE EXIT SIGNS AND ALL BLIND CORRIDOR HAVE DIRECTIONAL EXIT SIGNS. 20. PREPARE ALL FLOOR SURFACES AS REQUIRED TO RECEIVE FINISHES ON FINISH PLAN, ENLARGED FINISH PLANS & FINISH LEGEND./ 21. UNLESS OTHERWISE NOTED, ALL GYPSUM BOARD SURFACES, SHALL BE TAPED, SANDED SMOOTH TO A "LEVEL 4"FINISH, PAINT OR WALL COVERING MATERIAL. 22. PROVIDE SOUND INSULATION AT PERIMETER WALLS OF RESTROOMS, STAIRS, AND ACROSS CEILING OF RESTROOMS TO CREATE AN ENVELOPE, U.O.N. LINES OF PARTITION ABOVE, U.O.N. WITHIN THE WALL LOCATED WITHIN ALL PLUMBING ANY DISCREPANCIES AREAS SUBJECT TO AND NATIONAL PLUMBING ACCESSIBLE. WITH EQUIPMENT, TO ARCHITECT STANDARDS. PRIOR TO TENANT MILLWORK AND ANY WORK. COUNTERS AND OF WALLS. MUST MEET MATERIAL THICKNESS BRACING, FOR THE OR BUILT-IN ITEMS. SUPPLY AND PLUMBING OF APPLIANCES & MANUFACTURERS ARCHITECT'S WITH EXTINGUISHERS & ARCHITECT PRIOR TURNS SHALL AS NOTED WALLS, AND CEILINGS SO AS TO RECEIVE LOBBY, ACOUSTIC PARTITIONS SURFACE MOUNTED STANDARDS & THE PHASE: TAPE AND TO MATCH EXISTING NEW FINISH WITH - 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". 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 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 FIRE CODES. 19. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OFA 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. 1. DRAWINGS OF EXISTING CONDITIONS HAVE BEEN COMPILED FROM EXISTING DATA SUPPLIED BY THE OWNER TO THE ARCHITECT. THE ARCHITECT MAKES NO WARRANTY, EITHER EXPRESS OR IMPLIED, FOR THE ACCURACY 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. 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 THESE CONSTRUCTION DRAWINGS SHALL BE REMOVED IN A CAREFUL MANNER SO AS NOT TO DAMAGE ADJOINING CONSTRUCTION.SERVICE 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 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. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL 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 (OR 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. 14. NO STRUCTURAL ELEMENTS ARE INCLUDED IN THIS SCOPE OF WORK. 15. PROVIDE DUST BARRIERS AROUND OPENINGS, TO AND FROM THE CONSTRUCTION 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. AC C E S S I I L I TY NOTES 1. 2. 3. 4. "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). DETAILS ON THIS SHEET ARE FOR REFERENCE ONLY, REFER TO THE ACCESSIBILITY GUIDELINES AND CODES FOR ALL ACCESSIBILITY REQUIREMENTS. THE GENERAL CONTRACTOR SHALL BECOME FAMILIAR WITH THE ACCESSIBILITY GUIDELINES AND CODES. ANY DISCREPANCY CONTAINED HEREIN DOES NOT RELIEVE THE GENERAL CONTRACTOR OR OWNER FROM COMPLYING WITH THE ACCESSIBILITY GUIDELINES AND CODES. FABRIC AND VINYL FINISHES AND COLOR. C. THREE (3) 12" X 12" SAMPLES OF ALL FLOOR COVERING. D. SUBMIT ACTUAL CUTTINGS OF EACH PRODUCT FOR COLOR/QUALITY CONTROL. 6TION 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.UTILITY 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. ISSUED FOR CLIENT REVIEW ' 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 NOTACCORDANCE 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 "OPEN FLOOR" AREAS OF MILLWORK, INCLUDING SINK AREA AND AT ALL UNDER -COUNTER EQUIPMENT AREAS WHICH ARE OPEN TO THE FLOOR.AND 20. FLOORS SHALL BE SLOPED TO FLOOR DRAINS. COORDINATE WITH PLUMBING AND STRUCTURAL DRAWINGS. IN RATED FLOOR CONDITIONS, CONFIRM REMAINING FLOOR( THICKNESS STILL CONFORMS TO MINIMUM RATING REQUIREMENT. 21. 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 WARRANTIES 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 INSTALLATION7. METHODS REQUIRED TO MAINTAIN PRODUCT'S WARRANTY. 29. FLOOR COVERING INSTALLER REQUIRED TO PROVIDE MINIMAL SEAMS/JOINTS AT 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 DRY9. AND 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 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. BED/BOND 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: WITH DISSIMION LARJOINTS WALL STRUCTURE. ARE REQUIRED AT CONTINUOUS GYPSUM BOARD SURFACES ISSUED FOR PERMIT 1 V 1 I L L V V O R N OT 23. PATCH AND FILL VARIOUS OPENINGS AT EXISTING GYPSUM BOARD AND SOFFITS FOLLOWING REMOVAL OR INSTALLATION OF ANY OR RECESSED FURNISHINGS, RECEPTACLES, UTILITY PIPING, SHELF ALL OTHER SIMILAR ELEMENTS INDICATED TO BE REMOVED DURING DEMOLITION PHASE OR INSTALLED DURING THE CONSTRUCTION N 0 N Oi o S 07.07.2017 DOOR N OT 16. PROVIDE ADEQUATE SHORING, BRACING, BARRICADES AND PROTECTIVE MEASURES 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 1. CONTRACTOR MUST NOTIFY ARCHITECT / DESIGNER 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. CONTRACTOR TO VERIFY OMITTED FINISHES WITH ARCHITECT OR DESIGNER PRIOR TO ORDERING PRODUCTS. 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 & 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. 6. ALL CABINETS AND DOORS SHALL BE CONSTRUCTED FROM 3/4" THICK MATERIAL, 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.EXISTING 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, 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). 21. ALL DRAWERS GLIDES SHALL HAVE SILENCERS BUILT INTO THE GLIDE AND NOT INSTALLED ON THE DRAWER OR DRAWER FRONT. 22. ALL DRAWER GLIDES SHALL BE FULL EXTENSION. 23. ALL HINGES SHALL OPEN ±1O5', EXCEPT WHERE CABINETS ARE ADJACENT TO THE7. WALLS. PROVIDE HINGES WHICH LIMIT THE DOOR SWING TO KEEP THE DOOR PULL FROM DAMAGING THE WALL. SEAL ALL SEAMS WITH JOINT COMPOUND: APPLY NEW FINISH FINISH AT ADJACENT GYPSUM BOARD SURFACES AND FEATHER EXISTING FINISH TO PROVIDE CONSISTENT & CONTINUOUS FINISH. c LJ N 1. VERIFY THAT ALL DOORS AND DOOR HARDWARE MEET GOVERNING CODES & STANDARDS. NOTIFY THE ARCHITECT THE REQUIREMENTS OF ALL IMMEDIATELY IN CASE FABRICATION. READING: IS OCCUPIED". REQUIREMENTS. ALL GOVERNING CODES & AGENCY SHOWING CODES & ACCESSIBILITY AT 40" ABOVE FINISH (SUCH AS DEADBOLTS, AND 44" ABOVE FINISH BUILDING STANDARD AND TYPE. ANSI STANDARDS. ALL DOOR FRAME WALL BEHIND. CORRIDOR SHALL NOT OR REPLACE SAID DOOR IF A KEY OR ANY SPECIAL MUST BE OPENABLE FOR A POWER OUTAGE. RECITES, HARDWARE, THEN CONTRACTOR CONSTRUCTION. 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. MINIMUMVERIFY REQUIREMENTS: A. FULL HEIGHT WALL FROM FLOOR TO CEILING. B. STUDS AT 24" O.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 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 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 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, FO\1\IER SIGNAL N OT OF DISCREPANCY. 2. FIELD MEASURE, AS REQUIRED, ALL DOORS PRIOR TO C� V 1. COORDINATE TELEPHONE/DATA INSTALLATION WITH APPROPRIATE SUB -CONTRACTOR. 2. ALL EXISTING ELECTRICAL DEVICES ARE TO REMAIN, UNLESS NOTED OTHERWISE. 3. ALL TO BE INSTALLED AT LOCATIONS SHOWN BY DIMENSIONS ON THE POWERLLOUTLETS & SIGNALTOPLAN. DIMENSION ALL OUTLETS FROM THEDICENTERLINE OFH THE OUTLET BOX. NON -DIMENSIONED OUTLETS ARE TO LOCATED AT THE NEAREST WALL STUD. 4. WHEN OUTLETS ARE GROUPED TOGETHER (2 OR MORE), THEY ARE TO BE SPACED 2" NO MORE THAN APART. 5. ALL ELECTRICAL OUTLETS OF 30 AMPERES OR LESS SHALL BE MOUNTED BETWEEN " +15 TO BOTTOM RECEPTACLE AND +48 TO TOP OF RECEPTACLE FROM FINISH FLOOR. SEE NOTE 6, BELOW, FOR GENERAL MOUNTING HEIGHT 6. ALL NEW WALL MOUNTED 15, 20, AND 30 AMP OUTLETS/RECEPTACLES TO BE CENTERED AT +18"A.F.F., U.O.N. 7. ALL TELEPHONE AND DATA CABLE TO BE TEFLON COATED PLENUM RATED CABLE,THROAT SUPPORTED INDEPENDENTLY FROM SUSPENDED CEILING SYSTEM. CABLING TO BE SUPPLIED BY TENANT; ALL PULLS AND TERMINATIONS BY GENERAL CONTRACTOR. 8. LOCATIONS OF FURNITURE POWER FEEDS SHALL ACCOMMODATE CIRCUITS AND WIRE PER ELECTRICAL DRAWINGS. TENANT SHALL BE RESPONSIBLE FOR PROVIDING FURNITURE POWER FEED, GENERAL CONTRACTOR SHALL INSTALL THE POWER FEED. 9. WHERE DEDICATED ELECTRICAL OUTLETS ARE NOTED WITHIN THE FURNITURE PANEL SYSTEM, THE PANEL SYSTEM SHALL ACCOMMODATE THIS REQUIREMENT. 10. FLOOR OUTLETS ARE ACCEPTABLE NEXT TO SLIDING PANELS/WALLS AND OTHER SPECIAL CONVENIENT LOCATIONS. 11. WHERE ELECTRICAL WORK IS SPECIFIED IN CONJUNCTION WITH CABINET WORK, LAMPS AND FIXTURES ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. 12. CUT-OUTS FOR SWITCHES, OUTLETS, ETC. AS REQUIRED BY THE CABINET CONTRACTOR ARE TO BE COORDINATED WITH THE ELECTRICAL CONTRACTOR, U.N.O. ALL RECEPTACLES WHERE MILLWORK OCCURS SHALL BE LOCATED PER ELEVATIONS OF THE MILLWORK ITEM IN QUESTION. 13. ALL WALL COVER PLATES SHALL BE WHITE, UNLESS BUILDING STANDARD IS DIFFERENT, MATCH BUILDING STANDARD. 14. ALL SEPARATE CIRCUIT RECEPTACLES TO BE ORANGE COLOR WITH BUILDING STANDARD COLOR COVER PLATE. 15. POWER/SIGNAL AND REFLECTED CEILING PLANS ARE FOR THE GENERAL INFORMATION OF THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED. TENANT TO PROVIDE AND INSTALL THE TELEPHONE AND DATA COMMUNICATION CABLING. CONTRACTOR TO COORDINATE SCHEDULING AND OTHER REQUIREMENTS WITH TENANT. 17. ALL/ANY CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TO DRILLING. ALL UNUSED CORE DRILLS SHALL BE PLUGGED AND CAPPED AS REQUIRED TO MAINTAIN FLOOR FIRE RATING. ALL TELEPHONE AND COMPUTER WIRES SHALL BE PULLED BY TENANT CONTRACTOR U.O.N. ELECTRICAL CONTRACTOR SHALL PROVIDE PULL WIRES AND BOXES AT EACH LOCATION. 19.CONTRACTOR SHALL OBTAIN APPROVAL FROM ARCHITECT FOR ALL THERMOSTAT LOCATIONS. 3. PROVIDE A SIGN ON OR NEAR THE MAIN EXIT DOOR "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING 4. VERIFY THAT EXISTING DOORS COMPLY WITH ACCESSIBILITY 5. RATED DOORS SHALL COMPLY WITH REQUIREMENTS OF STANDARDS AND SHALL BEAR A LABEL FROM A RECOGNIZED THE SPECIFIC RATINGS. 6. ALL HARDWARE TO BE LEVER -TYPE PER GOVERNING STANDARDS. DOOR HANDLES, PULLS OR KNOBS SHALL BE INSTALLED FLOOR. ALL OTHER OPERABLE PARTS OF DOOR HARDWARE KEYHOLES... ETC.) ARE TO BE CENTERED BETWEEN 34" FLOOR. IF EXISTING BUILDING STANDARD EXISTS, MATCH CONFIRM COMPLIANCE WITH ACCESSIBILITY REQUIREMENTS. 8. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED PROVIDE WEATHER SEALS ON ALL EXTERIOR DOORS PER 10. CONTRACTOR IS RESPONSIBLE TO COORDINATE &VERIFY THICKNESS' FOR EACH LOCATION. 11. ALL DOOR FRAMES TO BE FACTORY FINISHED, U.O.N.. 12. ALL WALL DOOR STOPS TO HAVE 2x6 BACKING IN THE 13. MAXIMUM UNDERCUT OF ALL DOORS NOT IN A RATED EXCEED 1/2" ABOVE FINISH FLOOR SURFACE. 14. CONTRACTOR SHALL REFINISH ANY BLEMISHED DOOR NOT ABLE TO REFINISH TO "AS NEW" CONDITION. 15. ALL DOORS TO BE OPERABLE FROM THE INSIDE WITHOUT KNOWLEDGE OR EFFORT. 16. ALL DOORS WITH ELECTRONIC SECURITY DOOR LOCKS EXITING PURPOSES UNDER ALL CONDITIONS. INCLUDING 17. IF BUILDING STANDARDS ARE INCONSISTENT FOR DOORS, DOOR AND RELITE FRAMES OR OTHER STANDARD DETAILS, MUST VERIFY WITH DESIGNER AND OWNER PRIOR TO GLAZING NOTE S 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. 1. EACH LIGHT SHALL BEAR THE MANUFACTURER'S LABEL DESIGNATING THE TYPE AND THICKNESS OF THE GLASS. 2. GLASS SHALL BE FIRMLY SUPPORTED ON ALL FOUR EDGES. 3. FIELD MEASURE ALL OPENINGS PRIOR TO FABRICATION. 4. FIXED OR OPERABLE GLAZING- IN HAZARDOUS LOCATIONS AS DEFINED IN THE BUILDING CODE SHALL BE TEMPERED GLASS (SAFETY GLASS). 5. GLAZING IN SWINGING, SLIDING AND BIFOLD DOORS SHALL BE TEMPERED. 6. GLAZING ADJACENT TO DOORS: ALL GLAZING WITHIN A 24" ARC OF EITHER EDGE OF A DOOR AND WITHIN 60" OF THE FLOOR SHALL BE TEMPERED. GLAZING IN WINDOWS: ALL GLAZING THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE TEMPERED: 7.1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS GREATER THAN 9 SF. 7.2. THE BOTTOM EDGE IS LESS THAN 18" ABOVE THE FLOOR. 7.3. THE TOP EDGE IS GREATER THAN 36" ABOVE THE FLOOR.CONSTRUCTI 7.4. WALKING SURFACE IS WITHIN 36". 8. ALL GLASS SHALL COMPLY WITH THE REQUIREMENTS OF STATE AND LOCAL CODES AND THE U.S. PRODUCT SAFETY COMMISSIONS: SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS. 9. WHERE JOINTS ARE REQUIRED IN MULTIPLE LITE SITUATIONS, SILICON IS TO BE PROVIDED U.O.N. 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 FIREPROOFING16. 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). 30. CONTRACTOR TO RELOCATE AND REUSE EXISTING DOORS AND HARDWARE WHERE POSSIBLE. 31. EXISTING DOORS To - REVIEWED FOR CODE COMPLIANCE RECEIVED APPROVED CITY OF TUKWILA AUG 1 7 2017 AUG 01 2017 R- ' City of Tukwila PERMIT CENTER PULDING DI1�`IS'CZN 020 q b t/ THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY IkT tM w cts O .i II E k o N O ta J lii DSV RIVERVIEW PLAZA 0 M w F - (J) (J) Ors z ''w VJ z w VJ I 0 C M TUKWILA, WA 98188 IGENERAL & ACCESSIBILITY NOTES REMARKS DRAWN BY: AET JOB NO.: SEA16-6310-01 DATE REMARKS ISSUED FOR CLIENT REVIEW ISSUED FOR CLIENT APPROVAL ISSUED FOR FINAL CLIENT REVIEW ISSUED FOR PERMIT DATE N 0 N Oi o 06.26.2017 07.07.2017 N 0 N I. 0 .- N M NI - PA I PM: I. CONNOR DRAWN BY: AET JOB NO.: SEA16-6310-01 SHEET A0.2 Mon, 17 Jul 2017 W: \SEA\16\6310\00\Architectural\Cad\CD\6310_A03\6310_A03.dwg CAUTIO\: IF THIS SHEET IS NOT 30-x42- IT IS A REDUCED P 1 VERIFIED ON AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. Lt W 0- 0 0 OC CL w W z 0 1= U .� 0 a 0 z 0 z 0 w w RINT Oce) a? v o L Li4 .C5 r:4 eto .2 v v 3015 112th avenue NE, suite 205 DSV RIVERVIEW PLAZA 0 C) W ♦♦F- VJ L.L z Co C z w (I) U 0 C) 00 Co CO00) Q ACCESSIBILITY DETAILS REMARKS DRAWN BY: z 20" MAX. >20"-25" MAX. DATE I I Z ,,,,, mol REMARKS ISSUED FOR CLIENT REVIEW -"\ d i ), , t DATE N N ro-Iola r•-- < < ...., 0 5 0 0 0 N N ‘ N Pi Oi N �Im.. -co- Aiii►..2 - dim... 6"J MAX. TOE co LAN CLEARANCE 'i ...- .2. 0 0 0 0 1111` /1 11,`.. 6 /111%` -- N . .21 - ...° (A) (B)ELEVATION UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH liadroc-, 8" MIN. I II z 1111611111 I x I� 10 M �II x 10 r \ i� Z I i °' I r 7 X I —� r7 . I1'I25" N \ I L J 10" MAX. (A) 10" MAX. (B) HIGH SIDE >10 - 24"MAX. 11"'')' MIN. (A) ELEVATION KNEE MAX. (B)OBSTRUCTED PLAN CLEARANCE UNOBSTRUCTED HIGH REACH SIDE REACH MAXIMUM REACH DEPTH 0.5" (13 mm) 2" (51 mm) 5" (125 mm) 6" (150 mm) 9" (230 mm) 11" (280 mm) KNEE AND TOE CLEARANCE 6 MAXIMUM REACH HEIGHT 48" (1220 mm) 46" (1170 mm) 42" (1065 mm) 40" (1015 mm) 36" (915 mm) 34" (865 mm) REACH RANGES SCALE: 1/4"=1'-0" IACMI-Reach_range_ICC-01 SCALE: 1/4"=r- 0" IACMI-Knee_toe_clear_ICC-01 _-------, 60" MIN. NOTES: 1. FLOOR OR CHANGES LANDINGS. 2. THRESHOLDS, SHALL COMPLY 3. HANDLES, SHALL NOT 4. THE FORCE 5. OPERABLE 6. WHERE SUDING 7. DOOR AND A POSITION 8. DOOR AND THE CLOSED 9. THE FORCE 9.1. INTERIOR 9.2. SUDING 9.3. REQUIRED EXCEED 9.4. EXTERIOR 10. SWINGING SURFACE IN THESE CAVITIES 11. WHERE AUTOMATIC CLEAR BREAK GROUND SURFACE IN LEVEL] DETAIL IF PROVIDED WITH [FLOOR PULLS, LATCHES, REQUIRE TIGHT REQUIRED TO PARTS OF DOOR DOORS GATE CLOSERS OF 12' FROM GATE SPRING POSITION IN FOR PUSHING HINGED DOORS OR FOLDING FIRE DOORS: 15 LBS (66.7 HINGED DOORS: DOOR AND GATE ON THE PUSH SURFACE SHALL CREATED BY AND OUT OPENING 32" MIN. WITHIN REQUIRED MANEUVERING CLEARANCES SHALL COMPLY WITH AND SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. CHANGES IN AT DOORWAYS SHALL BE 1/2" HIGH MAX. RAISED THRESHOLDS AND OR GROUND SURFACES & CHANGES IN LEVEL] DETAIL LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL GRASPING, PINCHING OR TWISTING OR THE WRIST. ACTIVATE OPERABLE PARTS SHALL BE 5 LBS (22.5 N) MAX. HARDWARE SHALL BE 34" MIN. AND 48" MAX. ABOVE THE FINISH ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90' THE THE LATCH IS 5 SECONDS MIN. HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 1.5 SECONDS MIN. OR PULLING OPEN A DOOR OR GATE SHALL BE AS FOLLOWS: AND GATES: 5 LBS (22.5 N) MAX. DOORS: 5 LBS (22.5 N) MAX. THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE N). 5 LBS (22.5 N) MAX. SURFACES WITHIN 10" OF THE FINISH FLOOR OR GROUND MEASURED SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING BE WITHIN 1/16" OF THE SAME PLANE AS THE OTHER AND BE FREE ADDED KICK PLATES SHALL BE CAPPED. POWER—ASSISTED DOORS AND GATES WITHOUT STANDBY POWER ARE AT SWINGING OR SUDING DOORS AND GATES SHALL BE 32" MIN. 32" MIN. 32" MIN. [FLOOR LEVEL CHANGES BE FLOOR EXPOSED TIME 70' ADMINISTRATIVE VERTICALLY OF PART WHEN OR GROUND ARE NOT PERMITTED IN LEVEL OPERABLE WITH OR GROUND. AND USABLE REQUIRED TO THE DOOR OR AUTHORITY, SHALL HORIZONTAL SHARP OR ABRASIVE OF A MEANS OPERATED IN SURFACES & AT DOOR AT DOORWAYS ONE HAND AND FROM BOTH SIDES. MOVE THE DOOR TO GATE SHALL MOVE TO NOT TO HAVE A SMOOTH OR VERTICAL JOINTS EDGES. OF EGRESS THE EMERGENCY MODE. 36" MIN. /-- . ' •• �`� / i r 0I (10 M\N \\ i / I j I I � i Z io re)Z �� 1 -' M M Q Q _ — \ p c0 • • \.. �/� _ ._ CIRCULAR TURNING SPACE i / N , " 48 MIN. BASE L J \ \ 12" 36" MIN. 12" \ / / -.. MIN. MIN. T—SHAPED TURNING SPACE 0 0 LV L r SIZE OF CL AR FLOOR ] ( SPACE 1 .' .�' .�' .� .' .l' 1 48" MIN. "Il It. z n r� 1 —. I Ii1 —�—_-- 0 HINGED (A) (B) (C) DOOR SLIDING DOOR FOLDING DOOR CLEAR WIDTH OF DOORWAYS DOORWAYS (D) WITHOUT DOORS 02EN r. I 11'4 L J J� X44, 30" MIN. (B) PARALLEL SIZE AND POSITION OF CLEAR FLOOR (A) FORWARD * � I -- r -- 12" r MIN * \ o 'tJJ SPACE r , ID - . co 18" MIN. dr J I.. '-' .,,.,, \i I NIlki•-—. . I 1 ._ �I to X M - _, r'.FRONT APPROACH, PULL SDE (*) IF BOTH CLOSER AND FRONT APPROACH, LATCH ARE PROV1DEE PUSH SIDE .- II L J L 60" J MIN. / r 1 \ 36" MIN. / / i ; -- � 36" MIN. z a b r -- , 42 MIN. \ / MANEUVERING CLEARANCE MANEUVERING CLEARANCE IN AN ALCOVE, PARALLEL IN AN ALCOVE, FORWARD APPROACH I JA APPROACH CLEAR FLOOR OR GROUND SPACE 8 (C) HINGE APPROACH, PULL SIDE HINGE 12" MIN.* (D) APPROACH, PULL SIDE SCALE: 1/2"=1'-0" IACMI-Floor_space_ICC-01 NOTES: 1. FLOOR 2. CARPET CARPET SHALL SHALL AND OR OR COMPLY HAVE GROUND CARPET CARPET WITH TRIM ON SURFACES SHALL TILE SHALL BE TILE SHALL HAVE CARPET PILE THE ENTIRE SECURELY HEIGHT LENGTH BE A LEVEL STABLE, FIGURE OF THE ATTACHED LOOP, BELOW. a FIRM AND SUP AND SHALL TEXTURED EXPOSED EXPOSED EDGE. RESISTANT. HAVE A FIRM CUSHION, PAD LOOP, LEVEL CUT PILE, LEVEL CUT/UNCUT EDGES OF CARPET SHALL BE FASTENED CARPET EDGE SHALL COMPLY \ OR BACKING OR NO CUSHION OR PAD. PILE TEXTURE. PILE HEIGHT TO FLOOR SURFACES AND WITH CHANGE IN LEVEL FIGURES BELOW. 2 4. 4 \ r -r I * *. Z \ r r j I I " * Z_ _ 24" MI I I r. MIco I J (*) IF BOTH CLOSER AND LATCH (**) 48" MIN. IF BOTH CLOSER (*) 54" MIN. IF CLOSER IS PROVIDED. (F) LATCH APPROACH, PULL ARE PROVIDED. AND LATCH PROVIDED. SIDE - m 1 � fir, Axa a CARPET PILE HEIGHT VERTICAL CHANGE T IN LEVEL (A) DOMINANT 1/2" MAX. DIRECTION OF TRAVEL (E) r HINGE APPROACH, PUSH SIDE 1 MIN. , * z_ _CNI LONG DIMENSION 2124" PERPENDICULAR TO DOMINANT DIRECTION,:_ T 1� �<. N OF TRAVEL .. C ��— (B) (*) 48" MIN. IF CLOSER (G) LATCH APPROACH, PUSH MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS IS PROVIDED. SIDE ELONGATED OPENINGS IN FLOOR OR GROUND SPACE BEVELED CHANGE IN LEVEL FLOOR OR GROUND SURFACES & CHANGES IN LEVEL SCALE: N.T.S. IACMI-Floor_surface_level_ICC- 01 v Z CD 18" MIN. RECEIVED 1 °° OF TUKWILA CITY A (A) PULL SIDE AUG 012011 PERMIT CENTER Z Z r I I I I I 112" MIN. REVIEWED FOR 00 00 "I i r • i..' t3OMPLIANCE L J A I L - 'PROVED \ B PUSH SIDE C PUSH SIDE, DOOR AUG 17 2017 City of Tukwila `.:i: qo or ING DIVISION WITH BOTH CLOSER AND LATCH bAER L REC SED DOORS DOORS, DOORWAYS & GATES SCALE: 1/4"=1'-0" IACDR-1 _ICC -01 1 VERIFIED ON AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. Lt W 0- 0 0 OC CL w W z 0 1= U .� 0 a 0 z 0 z 0 w w RINT Oce) a? v o L Li4 .C5 r:4 eto .2 v v 3015 112th avenue NE, suite 205 DSV RIVERVIEW PLAZA 0 C) W ♦♦F- VJ L.L z Co C z w (I) U 0 C) 00 Co CO00) Q ACCESSIBILITY DETAILS REMARKS DRAWN BY: AET JOB NO.: SEA16-6310-01 DATE REMARKS ISSUED FOR CLIENT REVIEW ISSUED FOR CLIENT APPROVAL ISSUED FOR FINAL CLIENT REVIEW ISSUED FOR PERMIT DATE N N N r•-- 0 5 0 0 0 N N N N Oi N 0 co co r r- 0 0 0 0 .- N r7 .21 - PA / PM: - I. CONNOR DRAWN BY: AET JOB NO.: SEA16-6310-01 SHEET A0.3 Mon, 17 Jul 2017 CAU TI 0\ • • IF THIS SHEET IS W: \SEA\16\6310\00\Architectural\Cad\CD\6310_A11.dwg 4444 0 A. *♦ ♦♦♦♦i♦♦�♦♦" i.♦�♦0♦o `♦®�♦i♦i.♦...4.♦►.i♦♦�♦♦♦�_.♦.♦i♦i♦O��-O'�♦41.c�®►♦O'♦�,4. ♦®► ♦vr♦4�®�, ii♦♦ `♦♦s♦♦♦♦♦�♦♦ipiO♦♦♦�♦�Y�:Op3� I♦♦4tt♦♦♦Ns. ♦4*4 `♦i♦♦♦♦o♦• ♦p90♦♦♦ ♦�p&44. ®ksti®♦41 ♦64♦i%. �'04•44t7i0♦VIA" i ♦�E;gi,04���11; pet. ♦♦� ,;.♦i.0y'�► :8,--' _,,s.mo♦,, A ;♦st*iO♦_ 40.,A�toa 4 f1 ♦�I� Dfr ice , ♦�i•♦. ♦ �Oier • V -s i iar•nitriP is ♦ •Wi♦ S"'riW ♦ ♦•�W`e"'�♦Nr" "49 ♦♦♦ivd 7O�d�♦>ti♦_ bitLA�♦ ♦ ��� A#X;,.. �O�� -�� O� O �♦ �f�l�®�� ♦441i.t:0� tOtIOV --"111,1111111111All ��`R� 55-5' � � ♦ �� * � , ♦® ��44 ,'®#04 - ---- .i,,,, ♦ ♦ ♦s ♦ APP. 444.404 ♦ce �# • �♦484•1101' \ 4.14 , wn imp. ii ♦♦�i®O.� Ji. IMOSHEAR WALL 4 44 L i **Se -At& . tStt IV 4 �i®►moi‘1‘ AA.. . Yi I 1 /_ ♦O♦♦�'♦♦♦♦®'� ♦ �I �p►♦♦®������ ��♦� TRAVEL ;NCE = 81' � �� ��♦ ��♦♦♦� ®�.� "4. MI= EMENS ♦!♦�♦�♦� L., OFFICE: B 3,527 S.F. / 100 S.F. PER OCC. TOTAL OCCUPANTS = 36 l Suite 300 DSV \ OT 30"x42" IT IS A OCCUPANCY & EXIT PLAN SCALE: N.T.S. THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. GENERAL NOTES: SEE SHEET A0.1, A0.2 & A0.3 FOR GENERAL, ACCESSIBILITY NOTES & DETAILS 1. POSTED SIGNS IN AN ASSEMBLY OCCUPANCY SHALL BE OF AN APPROVED LEGIBLE PERMANENT DESIGN AND SHALL BE MAINTAINED BY THE OWNER OR AUTHORIZED AGENT. OCCUPANCY & EXIT NOTES 2 3 4 5 6 EXISTING LOBBY WITH STAIR TO REMAIN. EXISTING ELEVATOR TO REMAIN. EXISTING STAIR TO REMAIN. EXISTING TENANT SEPARATION WALL TO REMAIN. EXISTING RESTROOM FACILITY. AREA OPEN TO BELOW. COMMON PATH TO EXITS. B/BUSINESS LEGEND (1006.2.1 SPRINKLERED BUILDING) am 100 FEET MAX. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 172017 szma ram MAXIMUM TRAVEL DISTANCE. AREA NOT IN CONTRACT (N.I.C.). OCCUPANCY & EXIT LEGEND EXISTING EXIT. City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 012017 PERMIT CENTER CEILING—MOUNTED EXIT SIGN W/ BATTERY BACKUP, SHADED QUADRANT INDICATES 6 FACE OF LETTERING. NOTE: ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED PRIOR TO FINAL INSPECTION AND SUBJECT TO BUILDING INSPECTOR. EDUCED P DINT Oc cts I� E o U N a) a) -J WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON Ed 0 U -J w z w w LU CC CO I- LU U X W O Et LU 0 >- z z 0 0 w LU CO I 0 z J J N 0 z CO 0 U J LU Ct 0 I- CD 0 U 0 z Q N W W cn D 16300 CHRISTENSEN RD, STE. 300 CO CO CO Q F- LU 0- 0 0 LU F- W CC V) z 0 I- 0 U LU 0_ V) 0 z U) CD z CC LU N LU I- OCCUPANCY & EXIT PLAN REMARKS ' DRAWN BY: AET JOB NO.: SEA16-6310-01 DATE REMARKS ISSUED FOR CLIENT REVIEW ISSUED FOR CLIENT APPROVAL ISSUED FOR FINAL CLIENT REVIEW ISSUED FOR PERMIT DATE N N N N 3333. N N N N O cO N r , N O .- 0 to O 0 N M PA / PM: I. CONNOR DRAWN BY: AET JOB NO.: SEA16-6310-01 SHEET A1.1 Mon, 17 Jul 2017 W: \SEA\16\6310\00\Architectural\Cad\CD\631O_AD1.dwg CAUTION: IF THIS SHEET IS I NOT 30-x42- IT IS A 1/8"=11- o" 0 4' 8' 16' 32' L—_ Di a L___ D CI NCD N aeyr L--- D_l L--- DJ L__ DoJ T --1 Dl --- DJ D Di --J D! J 23 D20 II tt _._._D DA gD1 -a D21 TYP. DJ J RwA D22 1 D r L _ , : I IT) r 1 r 1 _....—_-......__.._.—I.l_._.__......__--._._..._.._.____..__ L_t....._-_..-.__.__ ._ 1 II I II II i II I D22 I - c� • _D23- REFLECTED CEILING DEMOLITION PLAN SCALE: 1 /8"=1'-0" 1/8"=11- 0" I D8 --� Si D10 lil •\\�\ \ \ �\\ Ipel i mLiu r - I N 1 +60" TYP. r--9 L r------T—�---I�\ 'd \ II L JJ N4.44":00 _� zi I I I IiL J� I Nb D6 I I b--- ----� E_ W"J 11 _i= ---q F9 F \ II II / \ o II /1 •---- _II I_ - D4 TYP. 7i I D9 `;‘,71'4) H€AR—WAL-L--- FF------�-- o `—J TYP. Nb N *Lk N N FLOOR DEMOLITION PLAN 0 4' 8' 16' 32' SCALE: 1 /8"=1'-0" SEE SHEET A0.1 & A0.2 FOR GENERAL & ACCESSIBILITY NOTES FLOOR DEMOLITION NOTES D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 REMOVE PARTITIONS AND RELATED ELECTRICAL OUTLETS AS INDICATED. TERMINATE ELECTRICAL LINES BACK TO POINT OF ORIGIN. REMOVE EXISTING SHEET ROCK ENCLOSING X -BRACING. REMOVE ALL RELATED ELECTRICAL, TERMINATE LINES BACK TO POINT OF ORIGIN. REMOVE DOOR ASSEMBLY. SAVE FOR POSSIBLE RELOCATION OR RETURN TO BUILDING STOCK. REMOVE DOOR & SIDELIGHT ASSEMBLY. SAVE FOR POSSIBLE RELOCATION OR RETURN TO BUILDING STOCK. REMOVE ALL CARPET, VCT AND RUBBER BASE THROUGHOUT. PREP FOR NEW FINISHES PER PLAN. REMOVE EXISTING MILLWORK & SINK. CAP PLUMBING AS REQUIRED. RELOCATE DISHWASHER IF POSSIBLE. REMOVE EXISTING MILLWORK PATCH & REPAIR WALLS AS NEEDED, PREPARE WALLS FOR NEW PAINT. REMOVE SERVER EQUIPMENT & PHONE BOARD. CUT -IN SECTION OF WALL AS REQUIRED FOR 3'.-0" TENANT ENTRY RATED DOOR. REMOVE RECEPTION DESK, PATCH & REPAIR WALLS AS NEEDED. PLAN SPECIFIC NOTES D20 D21 D22 D23 EXISTING CEILING GRID TO REMAIN THROUGHOUT, U.O.N. PATCH & REPAIR GRID AS REQUIRED AND REPLACE DAMAGED TILES AS NEEDED. REMOVE EXISTING CEILING TILES THROUGHOUT AND PREP FOR NEW. REMOVE INDICATED LIGHT FIXTURES & EXIT SIGNS, FOR RE -USE IN NEW LAYOUT. REMOVE EXISTING SOFFIT AT THIS LOCATION. PATCH & REPAIR GRID AS REQUIRED. REMOVE 2'x4' DIRECT/INDIRECT FIXTURES, SAVE FOR RELOCATION IN NEW LAYOUT. INDICATES AREA NOT IN CONTRACT (N.I.C.) WALL LEGEND EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED CEILING LEGEND RECEWED CITY OF TUKWILA AUG 01 2017 PERM EXISTING 2'x4' SUSPENDED CEILING GRID & TILES TC D EXISTING 2'x4' FLUORESCENT LIGHT FIXTURE TO REM EXISTING 2'x4' FLUORESCENT LIGHT FIXTURE TO BE SAVE FOR RELOCATION. D! EXISTING 2'x4' FLUORESCENT LIGHT FIXTURE TO BE EXISTING CEILING -MOUNTED EXIT SIGN TO REMAIN NTER REI,EJ/IEWED FC CODE COMPLIAI .IN APPROVED EMOVEDG-17 2017 EMO of Tukwila BUILDING DMSi EXISTING CEILING -MOUNTED EXIT SIGN TO BE REMOVED - SAVE FOR RELOCATION. y o�o AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. SEDUCED PTT w —c—ts 0 c2 Tts -0 N O U i O a) D a) J u bA cn V �t : y v � 0 0 0\ 0 1/40 n LriN N W i w 0 O C M w C!) z ♦♦W VJ z w ��F- U 0 0 co COp CO Q Q J THESE DRAWINGS AND IFLOOR & REFLECTED CEILING DEMOLITION PLANS REMARKS ' DATE REMARKS ISSUED FOR CLIENT REVIEW ISSUED FOR CLIENT APPROVAL ISSUED FOR FINAL CLIENT REVIEW ISSUED FOR PERMIT DATE Nt\N 0 N ai '- 6 o 06.26.2017 00 N o NN o N - o .- N r7 d - PA / PM: I. CONNOR DRAWN BY: AET JOB NO.: SEA1 6-6310-01 SHEET ADA Mon, 17 Jul 2017 CAUTIO\. IF THIS SHEET IS \OT 30—x42— IT IS A W: \SEA\16\6310\00\Architectural\Cad\CD\6310_A21.dwg 1/8" =1'-0" III 0 4' 8' • I ' `t 1i s+60"/ /(k///›...e\..).) '>--e:n SHEAR WALL - L N N LJ SHEAR WALL 16' 32' fe—i f_}�,',f��; J-�.L n NN 41 N v V -Y � N N frTh I I I I I— + I I I I L__f _ 1__L_ _ =-41.__L__J POWER & SIGNAL PLAN SCALE: 1/8"=1'-0" 1/8" =1'-0" III 0 4' 8' 16' 32' REFLECTED CEILING PLAN SCALE: 1/8"=1'-0" THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. 1/8"=1'-0" SII 1 0 4' 8' 16' 32' FINISH PLAN SCALE: 1/8"=1'– 0" IT 306 STORAGE 305 OPEN OFFICE 304 7,-9" BREAK 306 0'-0" 3'-0 SHEAR WALL 1/8"=1'-0" I 0 4' 8' OFFICE 307 0 B 1 15'-10" NEW TENANT ENTRY 300. EEO SHEAR WALL �D\ 410 16' 32' CONF. 301 0 FLOOR PLAN CLOSET L302 SHARED OFFICE 303 SCALE: 1/8"=1'– 0" uoa SEE SHEET A0.1 & A0.2 FOR GENERAL & ACCESSIBILITY NOTES SEE SHEET A3.1 ACCESSIBILITY DETAILS FLOOR NOTES 1 2 3 4 5 6 INFILL WALL AS INDICATED TO MATCH ADJACENT CONSTRUCTION. PROVIDE NEW UPPER & LOWER CABINETRY WITH (4") BACKSPLASH, NEW ADA (OR RELOCATED) DISHWASHER. PROVIDE ALL RELATED REQUIRED HOOKUPS & ELECTRIC. TENANT PROVIDED REFRIGERATOR. PROVIDE NEW 4'-0"W SILL HEIGHT RELITES, HEADER TO ALIGN WITH DOOR HEIGHT, CENTERED ON WALL. FRAMES TO MATCH EXISTING. PROVIDE SHELF & COAT ROD IN CLOSET. PROVIDE GYP. WRAP TO EXISTING EXPOSED X–BRACING. REFLECTED CEILING NOTES 20 21 22 PROVIDE NEW B/S CEILING TILE THROUGHOUT. DASHED LINE INDICATES LOCATION OF UPPER CABINETRY. PATCH & REPAIR GRID AS REQUIRED AT THIS LOCATION. POWER & SIGNAL NOTES 30 31 TENANT PROVIDED COPIER/PRINTER. PROVIDE DEDICATED POWER & TEL/DATA FOR FINAL LOCATIONS WITH TENANT. TENANT PROVIDED FURNITURE. CONFIRM FINAL LAYOUT, VERIFY POWER & TEL/DATA WITH TENANT/TENANT'S FURNITURE VENDOR. EACH. VERIFY REQUIREMENTS FINISH NOTES 40 41 RUBBER BASE (RB -1) TO BE INSTALLED AT THIS LOWER CABINET. GYP. WRAPPED EXPOSED X–BRACE TO RECEIVE PAINT (P-1). LEGENDS RELOCATED FIXTURE. N NEW FIXTURE. WALL LEGEND EXISTING PARTITION PARTITION TO UNDERSIDE OF CEILING CEILING LEGEND EXISTING 2'x4' SUSPENDED CEILING GRID TO REMAIN 2'x4' LITHONIA AVANTE FLUORESCENT LIGHT FIXTURE. CEILING FAN POWER & SIGNAL LEGEND F=E BLANK PLATE 110v. DUPLEX RECEPTACLE, MOUNTED VERTICALLY AT +18" A.F.F., U.O.N. "C" DESIGNATES RECESSED TYPE SOCKET. FOURPLEX RECEPTACLE 110v./20 AMP, MOUNTED AT +18" A.F.F., U.O.N. DEDICATED 110v./20 AMP DUPLEX RECEPTACLE, MOUNTED VERTICALLY AT +18" A.F.F., U.O.N. COMBINATION TELEPHONE/DATA OUTLET MUD RING, WALL–MOUNTED AT 18" A.F.F., U.O.N. PROVIDE PULL ROPE TO ABOVE ACCESSIBLE CEILING SPACE. 110v. DUPLEX RECEPTACLE, MOUNTED 6" ABOVE COUNTER OR SPLASH. ® NUMBER OF DROPS TO BE PLUGGED INTO RECEPTACLE. SYMBOLS LEGEND FINISH LEGEND WALL FINISHES C 1 VCT 1 ITEM: M FR: TYPE: COLOR/NO: FINISH: ITEM: MFR: TYPE: COLOR/NO: SIZE: INDICATES LINE OF FLOOR TRANSITION PAINT – TYPICAL THROUGHOUT, U.O.N. SHERWIN WILLIAMS PROMAR 200 ZERO VOC T.B.D. EGGSHELL RUBBER BASE ROPPE PINNACLE RUBBER T.B.D. 4"H COVED BASE ITEM: CARPET – BROADLOOM MFR: SHAW CON ACT COLLECTION: TER A COLOR: T.B.D. STYLE: STRAIGHT ® CARPET / COVED © RESILIENT FLOORING ITEM: MFR: PATTERN: COLOR: SIZE: VINYL COMPOSITION TILE PRPA RH T.FDIA. LEXCp O G T.B.D. 12"x12" DOOR SCHEDULE DOOR & FRAME: ©. THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO EDUCED PSI \T v v u � 5 to ti N fS7 z 5 VERIFIED ON WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE SUITE STANDARD DOORS ARE AND SHALL BE 1-3/4" THICK x 3'-0" WIDE x–OA1A‘iSigt9 FOR CORE WOOD. A PROVIDE RELOCATED B/S DOOR WITH GLASS INSET. B PROVIDE RELOCATED B/S DOOR. C PROVIDE NEW 20 MIN. RATED B/S TENANT ENTRY DOOR & FRAME. HARDWARE: .© DOOR HARDWARE SHALL BE AN ACCESSIBLE LEVER STYLE. HARDWARE TO BE 1 EXISTING DOOR HARDWARE TO REMAIN. 2 PROVIDE RATED B/S TENANT ENTRY LOCKSET WITH CLOSER. 6" CODE COMPLIANC APPROVED AUG 17 2017 City of Tukwila LlibG DIVISIO14 RECEIVED CITY OF TU KWILA AUG 012011 ERM1T CENTER cL LU I- Q N W i w ost) 0 0 C M W EE�-- VJ c L.L.. z W C1) z W E♦♦�— (I) Ct U C C C) 00 CO CO F— THESE DRAWINGS AND SPECIFICATIONS ARE FLOOR, REFLECTED CEILING, POWER & SIGNAL, AND FINISH PLANS REMARKS DRAWN BY: AET JOB NO.: SEA16-6310-01 LU Q 0 REMARKS ISSUED FOR CLIENT REVIEW ISSUED FOR CLIENT APPROVAL ISSUED FOR FINAL CLIENT REVIEW ISSUED FOR PERMIT DATE N N N N 0 0 0 0 N N N N N O r co O co O h: o N 0 r N M "71- PA/PM: I. CONNOR DRAWN BY: AET JOB NO.: SEA16-6310-01 SHEET A2.1 CAU TI 0\ • IF THIS SHEET IS \OT 30-x42- IT IS A W: \SEA\16\6310\00\Architectural\Cad\CD\6310_A31 \6310_A31.dwg MILLWORK/CABINETRY NOTES: SEE SHEET A0.2 FOR GENERAL NOTES SEE SHEET A5.1 FOR FINISHES INFORMATION 1. ALL MILLWORK SHALL CONFIRM TO THE CURRENT WOODWORK INSTITUTE STANDARDS [ CUSTOM GRADE / PREMIUM GRADE ]. ALL CABINETRY SHALL CONFORM TO THE CURRENT WOODWORK INSTITUTE STANDARDS [ CUSTOM GRADE / PREMIUM GRADE ]. 2. SHOP DRAWINGS FOR ALL CABINETRY AND MILLWORK ARE REQUIRED TO BE SUBMITTED TO ARCHITECT AND OWNER FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. 3. SEE ELEVATIONS FOR EXTERIOR FINISHES SPECIFICATIONS. 4. DOOR PULLS SHALL BE: 4" SATIN CHROMIUM WIRE PULLS. 5. COUNTERTOPS SHALL HAVE BACK -SPLASHES ONLY WHERE SHOWN ON ELEVATION. 6. CABINET INTERIORS SHALL BE WHITE MELAMINE, INCLUDING EDGES. 7. INTERIOR SHELVING SHALL BE COVERED IN WHITE MELAMINE. 8. DOORS SHALL BE OF FLUSH OVERLAY CONSTRUCTION. 9. DOORS EDGES SHALL BE EDGE BANDED TO MATCH THE FRONTS. 10. INTERIOR OF DOOR SHALL BE FACED WITH SAME MATERIAL AS THE FRONTS. 11. EACH CABINET DOOR TO BE NO LESS THAN 12" WIDE AND NO GREATER THAN 18" WIDE U.O.N. 12. (*) VERIFY ALL EQUIPMENT CLEARANCES. 0 3/4" PLASTIC LAMINATE COUNTERTOP 3/4" PLASTIC LAMINATE BACKSPLASH WITH 1/4" RADIUSED COVE 3/4" x 2" CLEAT 3/4" SUBTOP ADJACENT CABINET BEYOND LOWER CAB. AT EQUIP. OPENING SCALE: 1"=1'-0" IMWCB-Low_equipment_splash-01 w N I N 0 N N 0I- w\ 3/4" MELAMINE TOP W/EDGE BAND FRAMELESS CONCEALED HINGE, TYP. 3/4" FRENCH CLEAT FASTENED TO STUDS, TYP. 1/4" MELAMINE BACK, TYP. UPPER/LOWER CABINETS SCALE: 1".1'-0" 3/4" PLASTIC LAMINATE CABINET DOOR, TYP. - FINISH BOTH SIDES & PROVIDE EDGE BAND AT ALL 4 EDGES 4" BRUSHED STAINLESS WIRE PULLS MOUNTED VERTICALLY, WITH COUNTER -SUNK SCREWS & CAPS, TYP. - PROVIDE SILENCERS AT DOORS 16 3/4" PLASTIC LAMINATE COUNTERTOP 3/4" PLASTIC LAMINATE BACKSPLASH WITH 1/4" RADIUSED COVE 1/2" MELAMINE DRAWER BACK & SIDES 3/4" MELAMINE DRAWER BOTTOM 3/4" PLASTIC LAMINATE DRAWER FACE 3/16" DIA. HOLES FOR SHELF SUPPORTS, TYP. 3/4" MELAMINE SHELF (1" IF OVER 3'-0" WIDE), TYP. - PROVIDE EDGE BANDS AT FRONT & BACK 3/4" x 3" STRETCHER, TYP. 2 x 4 WOOD STRETCHERS AT 2'-0" O.C. PLASTIC LAMINATE BASE IMWCB-Up_low_drws_splash_vh-01 W = MAX. 100 lb. PER STUD. 16 GA. METAL STUD 16" O.C. © ALL BACKING STUD TRACKS 16 GA.X6"X1-1/2" UNPUNCHED METAL TRACK W/LEGS CLIPPED & BENT EA. STUD. ATTACH TO EACH STUD 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 BACKING DETAIL FOR MISC. EQUIP. SCALE: N.T.S. IWAMI-Wall_equip_backing-01 FINISH LEGEND MISCELLANEOUS FINISHES ITEM: MFR: COLOR/NO: ITEM: MFR: COLOR/NO: PLASTIC LAMINATE - HORIZONTAL SURFACES T.B.D. T.B.D. PLASTIC LAMINATE - VERTICAL SURFACES T.B.D. T.B.D. 23 2' -O" 3/4" SOLID SURFACE COUNTERTOP FULL HEIGHT BACKPAINTED 1/2" GLASS BACKSPLASH (GLS -2). 0 N K 8" MIN. 1:6 MAX. SLOPE I je 6" I MAX. ..14 3" f 0� 1'-5" MIN. 'NEE/TOE CLEARANC 3/4" x 3" STRETCHER, TYP. STAINLESS STEEL SINK W/OFFSET DRAIN, 6" DEEP MAX. 3/4" PLASTIC LAMINATE FALSE FRONT TO ALIGN WITH ADJACENT DRAWERS FOOD WASTE DISPOSER AT LOCATIONS INDICATED PER PARTITION PLAN 1/4" MELAMINE BACK, TYP. LOWER CABINET AT. SINK SCALE: 1"=1'-0" DRAIN & HOT WATER PIPING TO BE WRAPPED WITH INSULATION AS REQUIRED FRAMELESS CONCEALED HINGE, TYP. ACCESSIBLE INTEGRAL TOE -KICK IMWCB-Low_sink_splash-03 DETAILS REFERENCE: NORTHWEST WALL AND CEILING BUREAU REFERENCE 401 -REVISED 12/2012 SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS SEISMIC DESIGN CATEGORIES D, E, AND F. REFERENCED SOURCES PER HIERARCHY: 2012 INTERNATIONAL BUILDING CODE, (IBC), (AM. SOCIETY OF CIVIL ENGINEERS (ASCE) 7-10, AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) C635, ASTM C636, ASTM E 580/E580M, AND CEILING AND INTERIOR SYSTEMS CONSTRUCTION ASSOC. (CISCA). GENERAL RECOMMENDATIONS: 1. PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FEET IN HEIGHT SHALL BE LATERALLY BRACED TO THE STRUCTURE. BRACING SHALL BE INDEPENDENT OF THE CEILING SPLAY BRACING SYSTEM. 2. FOR FURTHER INFORMATION ON BRACING OF NON -LOAD BEARING PARTITIONS REFER TO THE NWCB TECHNICAL DOCUMENT #200-501 3. ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD). 4. CEILINGS LESS THAN 144 SQ. FEET AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE ABOVE ARE EXEMPT FROM THE SEISMIC DESIGN REQUIREMENTS. 5. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS AND RELATED COMPONENTS IN AREAS THAT REQUIRE RESISTANCE TO THE EFFECTS OF EARTHQUAKE MOTIONS. ELECTRICAL FIXTURES 1. LIGHT FIXTURES WEIGHING < 10 LBS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FROM THE FIXTURES TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. 2. LIGHT FIXTURES WEIGHING > 10 LBS. AND < 56 LBS. SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. 3. LIGHT FIXTURES WEIGHING > 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. 4. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING A 9 GA. WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. 5. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. MECHANICAL SERVICES 1. TERMINALS OR SERVICES WEIGHING < 20 LBS. SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS THAT HAVE THE SAME CARRYING CAPACITY AS THE MAIN RUNNERS. 2. TERMINALS OR SERVICES WEIGHING > 20 LBS. BUT NOT MORE THAN 56 LBS. SHALL HAVE, IN ADDITION TO 5.4.1, TWO 12 GAGE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. 3. TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. SPRINKLERS 1. FOR CEILING WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2 IN. OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1 IN. IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1 INC. FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. CODE REF. & GEN. REQS. SCALE: N.T.S. ICEAC-Code_ref_gen_req-01-SEA MEMBER DEPTH: (EXAMPLE: 6" = 600 X 1/100 INCHES) ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 INCHES. FOR ALL "T" SECTIONS MEMBER DEPTH IS THE INSIDE DIMENSION. STYLE: (EXAMPLE: STUD OR JOIST SECTION = S ) THE FOUR ALPHA CHARACTERS UTILIZED BY THE DESIGNATOR SYSTEM ARE: S = STUD OR JOIST, T = TRACK, U = CHANNEL, F = FURRING 0 J z 0 w U, 0 CL 0 0 w FLANGE WIDTH: (EXAM1/1001 INCHES) 5/8"LE: 1 1.625" X ALL FLANGE WIDTHS ARE TAKEN IN 1/100 INCHES. MATERIAL THICKNESS: (EXAMPLE: 0.054 IN. = 54 MILS; 1 MIL =1/1000 IN.) MATERIAL THICKNESS IS THE MINIMUM BASE METAL THICKNESS IN MILS. MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN THICKNESS. INTERIOR NON-STRUCTURAL NON -COMPOSITE: (S) STUD MEMBER ��%" 'x//; �/��4 - , SPACING (IN.) O.C. 5 PSF 0240 250S125-18 625 2 18 %/% / /`� / 12" 10'-6" 250S125-18 17'-7" 362S125-33 16" 9'-7" 250S125-18 24" 14'-0" 24" 8'-3" 20" !,%'%;%/�/,/4,// 400S125-68 (50 KSI) . ''�'%'//i, D',.4//,/.i:/ 33 /, % � './ .7,: � i ti/ -%/ % „/4„//// / /' / 362S125-54 (50 KSI) / /"!/ / /%1,41.%1% / 1, 411„! // 25OS125-43 24" 16'-3" • 12" 14'-4" 250$125-43 'W, 75/ ° %/ M 16" 13'-0" 2505125-43 �/� %.://6N///: 400S125 -18x 24" 11'-5" %36251;2/5/ 18 / � ��%" 'x//; �/��4 - , //// , 44..44, ,!„/,' //7'://';',-//‘ �' / / ,,i/, a! // y,/,,,,i._:_.,,./77. 625 2 18 %/% / /`� / 705. 362S125-33 12" 17'-7" 362S125-33 16" 16'-0" 362S125-33 24" 14'-0" 4Sj1 / W / 2 /41;-171 4 ` 400S125-68 (50 KSI) 12" 23'-8" C 14%41 /! ! / / //M //� !% / �G i�' 362S125-54 (50 KSI) 12" 20'-6" 362S125-54 (50 KSI) 16" 18'-7" 362S125-54 (50 KSI) 24" 16'-3" ;0;4,§f*#1g& ///,41/,', ;/77--r/J%*; 'W, 75/ ° %/ M %i �'?%