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Permit D15-0270 - DAVIS ELEN - TENANT IMPROVEMENT
DAVIS FLEN 16400 SOUTHCENTER PKWY SUITE 206 D15-0270 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 Parcel No: 2623049021 Permit Number: D15-0270 Address: 16400 SOUTHCENTER PKWY 206 Issue Date: 11/2/2015 Permit Expires On: 4/30/2016 Project Name: DAVIS ELEN Owner: Name: LEGACY PARTNERS COMMERCIAL Address: PO BOX 130639, CARLSBAD, WA, 92013 Contact Person: Name: HEATHER SATTERBERG Address: 220 WEST MERCER STREET #106 , SEATTLE, WA, 98119 Contractor: Name: DAVIS SCHUELLER INC Address: 20700 44TH AVE W STE 280, LYNNWOOD, WA, 98036 License No: DAVISS1105PN Lender: Name: STEELWAVE LLC Address: 2505 SECOND AVE, SEATTLE, WA, 98119 Phone: (206) 270-6500 Phone: (206) 775-9400 Expiration Date: 7/1/2016 DESCRIPTION OF WORK: MINOR TENANT IMPROVEMENT WORK IN AN EXISTING TENANT'S SUITE Project Valuation: $67,000.00 Fees Collected: $1,982.36 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IA Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No n �� Permit Center Authorized Signature: I A JA iC/.ti fg-U Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: / �` ^ Date: PrintName: S VICGEvE�C-��S 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: 4: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: 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) 2: 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) 3: 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) 5: Maintain fire extinguisher coverage throughout. 6: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 7: 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) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 10: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 11: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 12: 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 1017.1) 13: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1011.6.3) 14: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 15: 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). 16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 18: 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) 19: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 20: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 21: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 22: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 23: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 24: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 25: 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. 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 28: 'BUILDING PERMIT CONDITIONS' 29: 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. 30: 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. 31: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 32: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 33: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 34: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 35: 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. 36: 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). 37: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 38: 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. 39: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 0406 SUSPENDED CEILING CITY OF TUKf A Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., a3uite 100 Tukwila, WA 98188 ht!p://www.TukwilaWA.gov Building Pet —A No. ,� f ,j ©; 70 Project No. Date Application Accepted: L019 l3 / Date Application Expires: use 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 King Co Assessor's Tax No.. 262304902105 Site Address: 16400 Southcenter Parkway Suite Number: 206 Floor: 2nd Tenant Name: Davis Elen New Tenant: ❑ .....Yes ®..No PROPERTY OWNER Name: Legacy Partners Commercial Address: PO Box 130639 v Carlsbad State: CA Zip: 92013 CONTACT PERSON — person receiving all project communication Name: Heather Satterberg Address: 220 West Mercer Street #106 City: Seattle State: WA Zip: 98119 Phone: (206) 270-6500 Fax: Email: hsatterberg@steelwavellc.com GENERAL CONTRACTOR INFORMATION Company Name: Davis Schueller Address: 20700 44th avenue west #280 City: Lynnwood State: WA Zip: 98036 Phone: (425) 775-9400 Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: Steelwave CDS, Inc. Architect Name: Shane Mettler Address: 1660 Wynkoop Street #1120 City: Denver State: CO Zip: 80202 Phone: (720) 932-2871 Fax: Email: smettler@steelwavellc.com ENGINEER OF RECORD Company Name: n/a Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: � L w -A,—U lL Address:25vs 2 City: s State: Zip: H:4Applications'Forms-Applications On Linc%201 I ApplicationsTermit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Pagel of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 67,000 Existing Building Valuation: $ 8,088,000 Describe the scope of work (please provide detailed information): minor tenant improvement work in an existing tenant's suite 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 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1"Floor 13,390 0 0 0 1-A B 2 "d Floor 13,390 0 0 0 1-A B 3'd Floor I V% 0 0 0 1-A B Floors 4 thru 5 13,390 1,500 0 0 1-A B Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? El ....... Yes ❑....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 ....... Sprinklers 0 ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes 0 .......No If "yes', attach list of materials and storage locations on a separate 8-112"x I "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑....... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): n/a Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District #125 ❑ .. Highline ❑ .. Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... Valley View ❑ .. Renton El.. Seattle ❑ ...Sewer Use Certificate ❑... Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with ADDlication (mark boxes which an ❑ ...Civil Plans (Maximum Paper Size — 22" x 34" ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ... Construct ion/Excavation/FiII - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # ❑ ... Deduct Water Meter Size ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ❑ ...Water Main Extension.............Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City Day Telephone: State Zip Mailing PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER �OR�AUTHORIZE Signature:/�— / Print Name: �✓2/WI 5_ C� �f4' b- Mailing Address:�b Ct+7 NiJNLtL -r St,t t Try 26-0 Date: / D — /3 `/-C Day Telephone: && - - I Statc Zip Z =?-S DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $1,226.12 D15-0270 Address: 16400 SOUTHCENTER PKWY 206 Apn: 2623049021 $1,226.12 DEVELOPMENT $1,167.95 PERMIT FEE R000.322.100.00.00 0.00 $1,163.45 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $4.50 TECHNOLOGY FEE $58.17 TECHNOLOGY FEE R000.322.900.04.00 0.00 TOTALi ' R6557 $58.17 $1,226.12 Date Paid: Monday, November 02, 2015 Paid By: DAVIS SCHUELLER INC Pay Method: CHECK 077985 Printed: Monday, November 02, 2015 1:06 PM 1 of 1 CRW- SYSTEMS Date Paid: Tuesday, October 13, 2015 Paid By: DAVIS SCHUELLER INC Pay Method: CREDIT CARD R7048C Printed: Tuesday, October 13, 2015 12:19 PM 1 of 1 I����!, ��' SY57EM5 INSPECTION RECORD Retain a copy with permit INSPrCTION NO. PERMIT NO. CITY OF TUK'1IIiILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proje : w-js fi� Type of Ins tion; 0'--c j Z Address: D e Cate d: ^ j 41 Special Instructions: Hate W nted: 3r /6 `.m. Reques Phone Approved per applicable codes. LJ Corrections required prior to approval. u paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection. ON INSPECTION RECORD j� Retain a co with ermif v 15-r"2 SPECTION No. copy p PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 .Permit Inspection Request Line (206) 438-9350 Proje„: �� � V Cv Type of Inspection: 4 Addess: LPa to ailed: U Special Instructions: Date Want ., a.m. f p.m. Requester: Phone Nb: pproved per applicable codes. I—J Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit IN _ ION N0, PERMIT NO. CITY OF TUKWILA BUILDING. DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projeb Type of Inspection: Address:!' 1 We Iled- u� A SpeciaT Instructions: Date WantmVa. p.m. Requester: Phone No: Approved per applicable codes. arrections required prior to approval. paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with pert -nit ID15--,o, I: F ION NO. PERM!-" NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit. Inspection Request Line (206) 438-9350 Projev. Type of Ins Address'. //,y � �0 S� -Ile a ile Special Instructions: -le anted - Requester: Phone No: 94-0�pprovlcl per applicable codes. El Corrections required prior to approval. ..rG INSPECTION RECORD1�7� Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: r Q'OW> ��C/ Type of Inspec ion: Address: Wo G� ��C``tri✓/�%� Date C#Wjled: , C Special Instructions: A., Dat Wanted: a, f Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: r Inspector: t, 1 Date: y z5 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. V INSPECTION RECORD �C I Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspec Address: s`�Q Date Called: I/ ; ` Special Instructions: to Want d: a.. 1 p.m. Requester: NOW, Phonea�b `t"-> /� Approved per applicable codes. El Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call. to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: I Type of Inspection: Address: / 6t'00 �%t'L- Contact Person: Suite #. Special Instructions: Phone No.: MApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: !° L C) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: -Occupancy Type: Inspector: Date: / i` Y i l 1 b I 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 NO cl- INSPECTION RECORD 3 Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project, Type of Inspection: Address: loco s. C. Pie- c,-7 Contact Person: Suite #: Special Instructions: Phone No.: FlApproved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:,, ;/, � cZ-7 Date: Hrs.: $100.00 REINSPECTION FEE REQUIRE11 D. 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 RECORD })1 S- 0--2 70 Z, Retain a copy with permit / 5- - f -/G S' INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 11 C.�-Q r1 Type of Inspection: %�- Address: Suite #: („ �( ��., tiv�, Contact Person: Special Instructions: I Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:R Date:1Z12%Il Hrs.: �, U $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Lsining Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: Address: 44.0 e-vt,�7 Contact Person: Suite #: jLc, „ Special Instructions: Phone No.: R, Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: nk- N c Ajs? P r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /� ^ a^ C---Z I Date: � _ /6- �� Hrs.: 1 ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 PERIrf f COOR® COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0270 DATE: 10/13/15 PROJECT NAME: DAVIS ELEN SITE ADDRESS: 16400 SOUTHCENTER PKWY - SUITE 206 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Public Work'/ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: L N 10-rs-r j Fire Prevention Planning Division Structural ❑ Permit Coordinator to DATE: 10/15/15 Structural Review Required ❑ DATE: DUE DATE: 11/12/15 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 DAVIS SCHUELLER INC Page 1 of 2 Home Inicio en .Espanol Contact Safety Washington State Department of Labor & industries DAVIS SCHUELLER INC Search L&I A-Z Index Help M.V Secure L&I Claims & Insurance Workplace Rights Trades & Licensing Owner or tradesperson 20700 44TH AVE W STE 280 LYNNWOOD, WA98036 Principals 425-775-9400 SCHUELLER, KENNETH E, PRESIDENT SNOHOMISH County STOCKBURGER, JAMES A, VICE PRESIDENT SCHUELLER, DANETTE, SECRETARY SCHUELLER, KENNETH E, TREASURER DAVIS, BILL E, PRESIDENT (End: 06/26/2014) SCHUELLER, KENNETH E, VICE PRESIDENT (End: 06/26/2014) DAVIS, BARBARA D, TREASURER (End: 06/26/2014) Doing business as DAVIS SCHUELLER INC WA UBI No. Business type 601 273 797 Corporation Governing persons BARBARA DAVIS BILL E DAVIS; DANNETTE SCHULLER; KEN SCHUELLER; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. _....................................................................... Meets current requirements. License specialties GENERAL License no. DAVISS1105PN Effective — expiration 10/1511990— 07101 /2016 Bond ................. CBIC $12,000.00 Bond account no. SF2518 Received by L&I Effective date 10/31/2003 10/15/2003 Expiration date Until Canceled https:Hsecure.lni.wa.gov/verify/Detail.aspx?UBI=601273797&LIC=DAVISSI I05PN&SAW= 11/2/2015 5 T E E L WAVE �REVISIONSNO Changes shall hr-, rl?,da to the scope of work t1r1tho;.;t prier approval of T,,,!,1�4!a 8WI'ding Division. Din. Architecture and Interior Design f�oTF: Re, I.•:_;��;, tivifl rectt.;iro 1 r;�-, r plan submittal b and may r+!:.''•.dc ud'ti;tional plan re'Mie%J 1660 Wynkoop Street, Suite 1120 �— -- ------- _ J Denver, CO 80202 Tel. (720) 932-3300 / Fax. (720) 932-3303 www.legacypartners.com/CDS JY, Approval: •I y TENANTS APPROVAL: Construction Documents D"IS ELEN ,9PO chanical OfElectrica► SUITE 206 OPiumbing Judas Piping City of Tukwila y VN '001b, LPLULDI-N04 DIVISION THESE DRAWINGS AND SPECIFICATIONS ARE THE Legc2k.. o u t h %r.%.e nLt! r PROPERTY OF THE LEGACY PARTNERS, CDS INC. NORTHERN CALIFORNIA, AND ARE NOT TO BE �wREPODUCED FILE COPY PART WITHOUT ORH DI WRITBTENEAAUTHORIZZATIONR BY 6400 olulth(ck-'en P ^ rK"way ��'��'� AN APPROPRIATE MEMBER OF THE CORPORATION. Permitle C2®' No. Issue or Revisions Date Flan review approval is subject to errors and o-n!ssions. FOR PERMIT/ REVIEW 09/30/15 ukw il Wr%r%hingtjlrNn Approval of t unstruction documents does not authorize the violation of any adopted coda or ordinance. Receipt i 88 of approved Field Copy and conditions is , ck .)wiedgod: By: Date: _�l- Z / r City of Tukwila BUILDING DIVISION PROJECT DATA u P�C-- CODE REFERENCE: 2012 IBC INC ,{ LONGEST PATH OF I FCr AN V N E� j�e/ AREA OF NORK EGRESS T54V4, ANS / ICC ��. USE: AO OCCUPANCY TYPE: B CONSTRUCTION TYPE: I -A o' FIRE SUPPRESSION: SPRINKLERED TRAINING ROOM AREA - 809 SF ..��.• i NO. of STORIES: 5 BLDG.SF: 6q 655 ►�"' ��•. 2ND FLOOR SF: 131390 ono •. 66 LEGAL DESCRIPTION/ PARCEL NUMBER o ��O APN: 262304-9021 N • w i w ®' LEGAL DESCRIPTION: PARCEL 1 OF CITY OF TUKWILA REVISED �i� EXIT EXIT ■ M� { �•....■■■■■■.■■■■■■.■.....................■...■...............� SHORT PLAT #77-51-55 AKA BLA #3-7q REC #7904180861 SD PLAT DAF - POR SE 1/4 OF NW 1/4 BEG AT MONUMENTAL hit D i 01 ro ■■■■■ ■.■■■■■. C I �••■ ■ ... . INTSN OF C/L'S OF SOUTHCENTER PARKWAY 57TH AVE S w � EXIT ® STRANDER BLVD S 164TH ST TH S 8-45-5 E 325.05 FT TH S h- r 0-25-58 E 30 FT TO AN INTSN WITH S MGN SD STRANDER y BLVD t TPOB TH CONTG S 0-25-58 E 200 FT TH S Sq-45-58 H y �: � ". '•, � E 350 FT TN S 0-25-58 E 10g3.20 FT TH N 69-43-I9 W 626.31 w `� j FT TO E MGN SOUTHCENTER PARKWAY TH N 0-57-48 W w l 1241.85 FT TO A PT OF CURVE TH NLY t ELY ALG ARC OF 4t < kr,ck;tatDrf (E)CURVE TO RGT RAD 50 FT THRU C/A C11-11-50 79.53 FT TO S ~ MGN STRANDER BLVD TH S 89-45-58 E 237.72 FT TO TPOB ^ LESS RD PER SUP COURTO#0q 2-1945q 9RKNT O 8310250g22 �p ►� �� J EXIT Stranger Blvd .. -. StrandeP F31vd R EVf WE F W3 r � CODE COM IA E-E APP O E Stam s'166ih ti I OCT 21 i I 01 w , 994 o'. r k REGISTERED ro DRAWING I NDE/< City OfU iJ CHITECT I ON gyy ) y ARCHITECTURAL DRAWINGS RECEIVED A R / r� STAT WASHINGTON Ao.o COVER SHEET CITY OF TUKWILA MastefCheftle,cooking A1.2 GENERAL NOTES OCT 1. 2015 Seet_Ile Cooking (�5) �,r� s' A2.1 DEMO PLAN CONSTRUCTION / POWER DATA PLARERMIT CENTER Date: Drawn by: Checked by: A2.2 REFLECTED CEILING PLAN/ FINISH PLAN 09.30.15 MM SM VICINITYPLAN CODE S U N NA RY PLAN LEGEND: AG.1 WALL TYPES/ ELEVATIONS/ DETAILS Drawing Title: COVER SHEET EXIT ILLUMINATED EMERGENCY EGRESS SIGN sZ7, KEY PLAN SCOPEC OF WORK Scale: Project No: SUITE 206 - TOTAL OCCUPANTS = 62 occupants a AS NOTED OFFICE - 21136 SF / 100 SF per occ. = 21 INTERIOR REMODEL (T.I.) OF 2,944 USF OFFICE SPACE, NEW Drawing No. TRAINING ROOM 809 SF / 20 SF per occ. = 41 PARTITIONS DOORS AND FINISHES. WORK INCLUDES MECHANICAL ' ELECTRICAL WORK. FURNITURE SYSTEMS ARE NOT PART OF THIS 0'. 0 2 EXITS REQUIRED 2 PROVIDED WORK. ABBREVIATIONS ELECTRICAL NOTES GENERAL NOTES (CONTINUED) GENERAL NOTES T E E LWAVE 1. PROVIDE NEW LIGHT SWITCHES AS INDICATED ON PLAN. 20. CONTRACTOR SHALL PATCH AND REPAIR ALL FIREPROOFING 1. THE LEGACY PARTNERS, CONSTRUCTION DESIGN SERVICES t And KIT. Kitchen DAMAGED OR REVEALED BY DEMOLITION. CONTRACTOR SHALL INCORPORATED SHALL BE ABBREVIATED: LP CDS, INC. L Angle 2. PROVIDE NEW ELECTRICAL DEVICES AS INDICATED ON PLAN. FIREPROOF AS REQUIRED BY CODE ALL NEW PENETRATIONS @ At GENERATED BY THE WORK DESCRIBED IN THESE DOCUMENTS. 2. THE GENERAL CONTRACTOR SHALL PROVIDE LP CDS, INC., 6-Centerline LAB. LAM. Laboratory Laminate 3. CONTRACTOR TO PROVIDE NEW LIGHT CONSTRUCTION DEPT. AND/OR DESIGN DEPARTMENT WITH SHOP ? # Diameter or Round Number LAV. Lavatory FIXTURES ENERGY EFFICIENT BALLAST LAMPS AND ` 21. THE CONTRACTOR SHALL COORDINATE THE LAYOUT AND EXACT DRAWINGS, MATERIAL SCHEDULES, AND SPECIFICATIONS OF MATERIALS Architecture and Interior Design (E) Pound or Existing LKR. Locker ASSOCIATED SWITCHING LOCATION OF ELECTRICAL/TELEPHONE PANELS, OUTLETS $ AND EQUIPMENT; AND WORKMANSHIP QUALITY, FOR HIS WORK, AND HIS 1660 Wynkoop Street, Suite 1120 ACOUS. Acoustical LT. Llght .4• ALL DEVICES AND COVER PLATES, AS CODE ALLOWS, TO BE VIHITE LIGHT SWITCHES WITI I LP GDS, INC,, IN THE FIELD BEFORE SUBCONTRACTORS WORK PRIOR TO THE COMMENCEMENT OF WORK. Denver, CO80202 A. D. Area Drain MAX. Maximum UNLESS DEVIATES FROM BUILDING STANDARD, IN WHICH PROCEEDING WITH CONSTRUCTION. DIMENSIONS SHOWN ON LP GDS THE LP CDS, INC., RESERVES THE RIGHT TO APPROVE OR REJECT Tel. (720) 932-3300 / Fax. (720) 932-3303 ADJ. Adjustable N.C. Medicine Cabinet CASE MATCH BUILDING STANDARD. INC. PLANS SHALL GOVERN ALL LOCATIONS. SUBMITTALS FOR PROPOSED CONSTRUCTION. www.le ac artners.com/CDS g YI? AFF. Above finish floor MECH. Mechanical AGGR. AL. A Aggregate gg g Aluminum MEMB. Membrane 22. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST IN 3. THE FOLLOWING CONTRACTORS ARE TO SUBMIT AS-BUILTS WITH Approval: NVAC/PLUMBING NOTES APPROX. Approximate MET. Metal LOCATIONS OF ANY AND ALL MECHANICAL TELEPHONE ELECTRICAL ' CERTIFICATION THAT WORK CONFORMS TO DRAWINGS AND TENANTS APPROVAL: Construction Documents ARCH. Architectural MP. Manufacture LIGHTING, PLUMBING AND SPRINKLER EQUIPMENT (TO INCLUDE ALL SPECIFICATIONS: ELECTRICAL, MECHANICAL, PLUMBING SUBCONTRACTORS. MP. Manhole ASB. Asbestos MIN. Minimum PIPING, DUCTWORK AND CONDUIT) AND THAT ALL REQUIRED ASPH. Asphalt MIR. Mirror CLEARANCES FOR INSTALLATION AND MAINTENANCE OF ABOVE 4. CONTRACTORS CONTRACTING DIRECTLY WITH LP CDS, INC., FOR MISC. Miscellaneous 1. REUSE (E) MECHANICAL ROOF UNITS. REWORK (E) DUCTING EQUIPMENT ARE PROVIDED. SPECIFIED SCOPE OF WORK, SHALL ALSO SUBMIT SHOP DRAWINGS, BD. BITUM. Board Bituminous M.O. Masonry Opening y p g AND RE -BALANCE AIR DISTRIBUTION, MATERIAL AND EQUIPMENT SCHEDULES AND SPECIFICATIONS; BLDG. Building MTD. MountedMUDMullion 2. REUSE (E) SPRINKLERS. ADJUST TO ACCOMMODATE NEW 23. PROVIDE INTERNALLY ILLUMINATED EXIT SIGNS AS REQUIRED AS APPLICABLE, FOR REVIEW AND APPROVAL BY LP CDS, INC. BILK. Block . CEILING SYSTEM LAYOUT AND HEIGHT. SPRINKLER HEADS BY I.B.C. BLKG. Blocking N. North TO BE CENTERED WITHIN 21X2' GRID AND SEMI RECESSED S. CONTRACTUAL OBLIGATION: BM. BOT. Beam Bottom N.I.G. Not In Contract SILVER ESCUTCHEONS 24. LIGHTING AND VENTILATION PER I.B.C. BY CONTRACTING WITH LP COS, INC,, THE CONTRACTORS) THESE DRAWINGS AND SPECIFICATIONS ARE THE NO. or # Number PERFORMING WORK DESCRIBED BY THESE DRAWINGS AGREES TO PROPERTY OF THE LEGACY PARTNERS, CDS INC. NORTHERN CALIFORNIA,AND ARE NOT TO BE CAB. Cabinet NON. Nominal 3. PLUMBING WORK SHALL INCLUDE WASTE LINES VENT LINES � � 25, PLUMBING INSTALLATION PER INTERNATIONAL PLUMBING CODE. SUBORDINATE OTHER CONTRACTUAL AGREEMENTS PERTAINING TO REPRODUCED ORRDISTRIBUTED IN WHOLE OR IN C.B. Catch Basin N.T.S. Not To Scale CONDENSATE LINES AND WATER LINES CONCRETE SAWING � THIS WORK; TO THE REQUIREMENTS OF THESE GENERAL PART WITHOUT THE WRITTEN AUTHORIZATION BY GEN. Cement O.A. Overall AND PATCHING FOR THESE ITEMS. 26 "TYPICAL" MEANS IDENTICAL FOR ALL SIMILARU.O.N. CONDITIONS, REQUIREMENTS, AND THE SPECIFICATIONS AND REQUIREMENTS AN APPROPRIATE MEMBER OF THE CORPORATION. GER. C.I. Ceramic Cast Iron CBS. Obscure 4. PLUMBING FIXTURES SHALL INCLUDE ITEMS NOTED IN OF THESE DRAWINGS. No. Issue or Revisions Date G.G. Corner Guard O.C. On Center PLUMBING FIXTURES AND ACCESSORIES SCHEDULES AS 27. "SIMILAR" MEANS COMPARABLE CHARACTERISTICS. VERIFY GLG. Ceiling O.D. Outside Diameter(Dim) STANDARD ITEMS, UNLESS NOTED OTHERWISE, OR MARKED DIMENSIONS AND ORIENTATION ON PLAN. G. THE CONTRACTOR(S) SHALL PURCHASE AND MAINTAIN CERTIFICATES FOR PERMIT/ REVIEW 09/30/15 CLKG. CaulkingOFF. OPNG. Office Opening N.I.C. IN REMARKS COLUMN. OF INSURANCE WITH RESPECT TO WORKMANS COMPENSATION, PUBLIC CLO. Closet OPP. Opposite �� 28. DIMENSIONS NOTED CLEAR� OR CLR�� ARE MINIMUM REQUIRED LIABILITY AND PROPERTY DAMAGE FOR THE LIMITS AS REQUIRED CLR. Clear 5. FIXTURES AND ACCESSORIES SHALL BE STANDARD UNLESS DIMENSIONS AND CLEARANCE MUST BE ACCURATELY MAINTAINED. BY LAW. THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR INITIATING, C.O. COL. Cased Opening Column PRCST. Pre -cast OTHERWISE NOTED DIMENSIONS ARE NOT ADJUSTABLE WITHOUT REVIEW OF MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS IN GONG. Concrete PL. Plate OF LP CDS INC. UNLESS NOTED AS (±). CONNECTION WITH THE WORK. CONN. Connection P. LAM. Plastic Laminate a 6. WATER PIPING MATERIAL: TYPE "L" HARD -DRAWN COPPER CON Construction PLAS. PLYWD. Plaster Plywood WATER TUBE AND WROUGHT SOLDER TYPE FITTING. 29. DIMENSIONS TO EXTERIOR WINDOW WALL ARE TO BE FROM FACE 7. CONTRACT BID: THE CONTRACTOR SHALL THOROUGHLY EXAMINE THE CONT.T. CORR. Continuous Corridor PR. Pair OF GYP. BD. SILL PREMISES AND SHALL BASE HIS BID ON THE EXISTING CONDITIONS, CTSK. Countersunk PT. Point 7. ALL PIPING AND DUCTWORK SHALL BE INSULATED THE CONTRACTOR SHALL NOTIFY LP CDS INC. DESIGN DEPARTMENT GNTR. Counter P.T.D. Paper Towel Dispenser CONSISTENT WITH THE REQUIREMENTS OF INC. 30. DIMENSIONED HEIGHTS ARE FROM TOP OF EXISTING SLAB U.O.N. IMMEDIATELY OF ANY DISCREPANCIES BETWEEN THE DRAWINGS GTR. Center P.T.D./R Combination Paper Towel Dispenser n Receptacle ' AS "A.F.F.", ABOVE FINISH FLOOR. AND ACTUAL FIELD CONDITIONS. BUILDING ACCESS NOTES DBL. Double PTN. Partition P.T.R. Paper Towel Receptacle 31. MILLWORK IS TO BE FURNISHED AND INSTALLED BY CONTRACTOR. 8. THE CONTRACTOR IS RESPONSIBLE FOR PAYMENT AND OBTAINING OF DEPT. Department D.F. Drinking Fountain ALL PERMITS REQUIRED FOR A COMPLETE JOB. DIET. Detail ENTRANCES: 32. THE CONTRACTOR SHALL PROVIDE FIRE RETARDANT TREATED DIA. Diameter Q.T. Quarry Tile I. ALL PRIMARY ENTRANCES SHALL BE ACCESSIBLE. WOOD BLOCKING AS REQUIRED BY THE CONTRACT DOCUMENTS q. DURING THE BIDDING AND NEGOTIATION PERIOD THE CONTRACTOR DIM. Dimension R. Riser IN WALLS BEHIND SHELVING, ETC. ALL BLOCKING AND FURRING SHALL CONFIRM IN WRITING APPROXIMATE ON -SITE DELIVERY DATES DISP. DN. Dispenser Down RAID. Radius 2. LEVEL SPACE PROVIDED AT STRIKE SIDE OF OUT SWINGING SHALL BE FIRE TREATED AS REQUIRED BY BUILDING CODE. FOR ALL CONSTRUCTION MATERIALS AS REQUIRED BY THE CONSTRUCTION D.O. Door Opening R.D. Roof Drain DOORS: 5 -0 X 5 -0 1� DOCUMENTS AND SHALL NOTIFY LP CDS INC, IN WRITING OF , DR. Door REF. Reference 33. ALL INTERIOR PARTITIONS SHALL MEET THE STRUCTURAL ANY POSSIBLE CONSTRUCTION DELAYS AFFECTING OCCUPANCY THAT DWR. Drawer REFR. RGTR. Refrigerator Register 3. SPACE SHALL BE PROVIDED AT STRIKE SIDE OF OUT SWINGING REQUIREMENTS OF IBC. MAY ARISE DUE TO THE AVAILABILITY OF THE SPECIFIED PRODUCT. DS. D.S.P. Down spout Dry Standpipe REINF. Reinforced �- �� EXTERIOR DOORS: 2 0 DWG. Drawing REQ. Required 34. ELECTRICAL INSTALLATION PER NATIONAL ELECTRIC CODE. 10. UPON AWARD OF THE CONTRACT, THE CONTRACTOR SHALL ALSO SUBMIT RESIL. Resilient 4. LEVEL SPACE WHEN DOOR SWINGS AWAY FROM APPROACH SHALL A SPECIFIC CONSTRUCTION SCHEDULE TO LP CDS, INC., INDICATING E. East RM. R.O. Room Rough Opening BE 3'-8" 35.THE CONTRACTOR SHALL COORDINATE INSTALLATION OF N.I.C. THE REQUIRED CONSTRUCTION TIME FOR ALL CONTRACTORS WORK. EA. Each R.N. Redwood ITEMS WITH OTHER TRADES. E.J. Expansion Joint R.W.L. Rain Water Leader 5. �, „ ENTRANCE WIDTH, MINIMUM 2'-8 CLR. OPENING: 3'-0 DOOR. 11. SUBSTITUTIONS REVISIONS OR CHANGES MUST HAVE PRIOR , , EL. ELEC. Elevation Electrical 36. PROVIDE FIRE EXTINGUISHERS, 2A: IOB:C, SURFACE -MOUNTED, WRITTEN APPROVAL BY LP CDS, INC. ELEV. Elevator S. South (o. DOUBLE DOOR REQUIRED WIDTH: ACTIVE LEAF MUST HAVE 2'-8" U.O.N., WITH TRAVEL DISTANCE NOT TO EXCEED 751, PER CODE. EVER. Emergency S.C. S.C.D. Solid Core Seat Cover Dispenser CLEAR OPENING. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MATERIALS ENCL. Enclosure SCHED. Schedule 37. SUSPENDED ACOUSTICAL CEILING SYSTEM SHALL BE IN ACCORDANCE AND WORKMANSHIP IN ACCORDANCE WITH CURRENT IBC CODE AND E.P. Electrical Panel board S.D. Soap Dispenser 7. UNINTERRUPTED SMOOTH SURFACE SHALL BE PROVIDED GN DOOR WITH THE LATEST RULES OF THE I.B.C.. THE N.E.C., AND THE ALL APPLICABLE ORDINANCES INCLUDING CITY AND LOCAL BUILDING EQ. EQPT. Equal Equipment SECT. Section BOTTOM: 10 HIGH ON PUSH SIDE. STATE SAFETY ORDERS AND ALL APPLICABLE CODES. CODES AND REQUIREMENTS. 00 E.W.C. Electric Water Cooler SH. SHR. Shelf Shower 0C (E) Existing SNT. Sheet DOORS, INTERIOR AND EXTERIOR: 38. ALL INTERIOR FINISHES IN ONE HOUR AREAS SHALL BE 13. NO WORK DEFECTIVE IN CONSTRUCTION OR QUALITY WILL BE EXPO. Exposed SIN. Similar 1. LEVEL SPACE SHALL BE PROVIDED ON SWING SIDE OF 5'-)" CONSTRUCTED WITH CLASS 2 MATERIALS; ALL OTHER ACCEPTABLE IN CONSEQUENCE OF THE OWNER'S OR DESIGNER'S O_O EXP. EXT. Expansion p Exterior S.N.D. Sanitary Napkin Dispenser MATERIALS SHALL BE CLASS 3 FIRE RESISTANT FAILURE TO DISCOVER OR POINT OUT DEFECTS OR DEFICIENCIES � S.N.R. SanitaryNapkin Receptacle p p 2. LEVEL SPACE AWAY FROM SWING SIDE SHALL BE 4 -8 � MATERIALS. DURING CONSTRUCTION. DEFECTIVE WORK REVEALED WITHIN THE F.A. Fire Alarm SPEC. Specification TIME REQUIRED BY GUARANTEES SHALL BE REPLACED BY WORK � 0 Q F.B. Flat Bar S. S. SquareST. Stainless Steel 3. I'-6" SPACE SHALL BE PROVIDED ON STRIKE SIDE OF INTERIOR 39. THE CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING THAT CONFORMING WITH THE INTENT OF THE CONTRACT. NO PAYMENT, F.D. Floor Drain S.SK. Service Sink DOOR. ALL MATERIALS, LABOR, INSTALLATION, FABRICATION, ETC. SHALL EITHER PARTIAL OR FINAL SHALL BE CONSIDERED AS AN ACCEPTANCE � FDN. F.E. Foundation Fire Extinguisher STA. Station CONFORM TO ALL CODES AND REGULATIONS OF APPLICABLE OF DEFECTIVE WORK OR IMPROPER MATERIALS. F w F.E.C. Fire Extinguisher Cab. STD. STL. Standard Steel 4. MINIMUM ACCESSIBLE DOOR WIDTH IS 2'-8" (3'-0"DOOR) ' GOVERNING AGENCIES. F.H.C. Fire Hose Cabinet 14. ELECTRICAL AND MECHANICAL ELEMENTS SHALL BE REMOVED BACK FIN. Finish STOR. STRD. Storage Structural S. l� MINIMUM ALLOWABLE DOOR HEIGHT IS 6 -8 . 40. THE CONTRACTOR SHALL PRESERVE AND MAINTAIN ACCESS TO TO THE NEAREST J-BOX PANEL PIPE DUCT ETC. TO ENSURE NO , , , , w r� FL. Floor S. Suspended EXISTING EXITS DURING CONSTRUCTION. CONFLICT WITH NEW WORK. ELEMENTS TO BE PROFESSIONALLY w FLASH. FLUOR. Flashing Fluorescent SYN. Symmetrical DOOR HARDWARE SHUT-OFF DISCONNECTED OR CAPPED. COORDINATE WORK WITH H F.O.G, Face of Concrete 1. HARDWARE SHALL BE LEVER, PUSH -PULLS, OR PANIC DEVICES, 41. THE CONTRACTOR SHALL COORDINATE THE LAYOUT OF PARTITIONS BUILDING ENGINEER. w F.O.F. Face of Finish T.G. T.S. Tempered Glazing Transition Strip OPERABLE BY A SINGLE EFFORT; NO GRASPING OR WRIST WITH LP COS, INC. PRIOR TO ANY CONSTRUCTION. ANY DISCREPANCY w F.O.S. Face of Studs TRD. Tread MOVEMENT. REFER TO BLDG. STD. SPEC. LIST FOR SPECIFIC BETWEEN ACTUAL FIELD CONDITION AND DRAWINGS MUST BE 15. PATCH AND REPAIR ALL DISRUPTED HALLS AND REMAINING CEILINGS w FPRF. F.S. Fireproof Full Size T.B. Towel Bar MFR. AND TYPES. WORKED OUT IN THE FIELD TO THE SATISFACTION OF LP CDS, AS REQUIRED FOR AND SUITABLE FOR RECEIVING FINISH AFTER O FT. Foot Feet T.C. Top of Curb INC., AT NO EXTRA COST. THIS MUST BE CONSIDERED BY THE DEMOLITION BY OTHERS. ►-+-, Z� O I� FTG. or Footing TEL. Telephone 2. CLOSERS: ALLOWABLE INTERIOR CLOSER PRESSURE 5 POUNDS CONTRACTOR DURING BID PROCESS AND INCLUDED IN THEIR BIDS. 'r1. O FURR. Furring TER. T.$G. Terrazzo Tongue and Groove ALLOWABLE EXTERIOR CLOSER PRESSURE 8.5 POUNDS 42. SEPARATE PLANS FOR ALL FIXED AND MOBILE FIRE PROTECTION 16. PROVIDE PROTECTIVE MEASURES AS REQUIRED TO PROTECT °J d- i FUT. Future ALLOWABLE FIRE DOOR CLOSER PRESSURE 15 POUNDS EXISTING IMPROVEMENTS AND TO PROVIDE FREE, UNOBSTRUCTED THK. T.P. Thick Top of Pavement EQUIPMENT AND FIRE ALARM SYSTEMS SHALL BE SUBMITTED TO AND SAFE PASSAGE OF OWNER'S PERSONNEL, GENERAL PUBLIC, � r---+ GA. Gauge T.P.D. Toilet Paper Dispenser RESOLD THRESHOLDS THE FIRE MARSHALL FOR APPROVAL PRIOR TO INSTALLATION. AND CONSTRUCTION PERSONNEL TO AND FROM OCCUPIED PORTIONS o GALV. GL. Galvanized Grab Bar T.V. Television MAXIMUM ALLOWABLE HEIGHT IS 1/2 , WITH 45 DEGREE BEVEL. OF THE BUILDING. MAINTAIN AND PROTECT ALL AREAS, OUTSIDE G.B. Glass T.W. Top of Wall 43. ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME CONFORMING THE DESIGNATED WORK AREAS FROM AREAS FROM Stomp: GND. Ground TYP. Typical FLOORS RETARDANT CONDITION. DAMAGE, SOIL AND DEBRIS, GR. Grade UNF. Unfinished ONLY SLIP RESISTANT SURFACES ARE ALLOWED. REV( D OR GYP. Gypsum U.O.N. Unless Otherwise Noted 44. CTHIS SPACE PLAN DOES NOT DEPICT THE LOCATION OF ANY 17. REMOVE ELECTRICAL AND MECHANICAL ELEMENTS PRESENT IN CODE CO p A CE P.B. Hose Bibb UR. Urinal CORRIDORS ASBESTOS -CONTAINING MATERIALS. ALL PARTIES MUST WALL AND/OR STRUCTURES NOTED FOR DEMOLITION UNLESS APP V D Hollow Core VERT. Vertical 1. ALLOWABLE MINIMUM WIDTH FOR CORRIDORS IS 3'-8". CAREFULLY REVIEW THE BUILDINGS ASBESTOS OPERATIONS AND MAINTENANCE PROGRAM IN POSSESSION OF OWNER TO SERVING OTHER PORTIONS OF THE BUILDING. HDWD. Hardwood VEST. Vestibule 2 ALLOWABLE MINIMUM WIDTH FOR AISLES IS 3'-0" OCT 2 2 15 HDWE. Hardware ASCERTAIN THE LOCATION OF ANY ASBESTOS -CONTAINING 18. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE FACILITH.M. W94.H.C. Hollow Metal w. West CONTROLS FOR LIGHTS, WINDOWS, TEMPERATURE, AND OTHER DEVISES. MATERIALS IN THE BUILDING. CAUSED BY THE DEMOLITION ACTIVITIES OR BY HIS SUB-HORIZ. Horizontal Hour W/ With Clfy Ct CONTRACTORS AT NO COST TO THE OWNER. EXISTING DAMAGHR. City l! Ii 1. MAXIMUM HEIGHT ABOVE FINISH FLOOR: 4'0" U.O.N. HGT. Height g N.C. HE). Water Closet Wood MINIMUM HEIGHT ABOVE FINISH FLOOR: 3'0"./ PRIOR TO ANY DEMOLITION WORK SHALL BE BROUGHT TO DI ISION W/0 Without THE ATTENTION OF THE OWNER BEFORE SUCH WORK BEGINS. 1. D. Inside Diameter (Dim.) WP. Waterproof 2. WALL OUTLETS FOR TELEPHONES AND POWER SHALL BE INSUL. Insulation WSCT. Wainscot MINIMUM OF 15 ABOVE THE FINISH FLOOR. Iq. PATCH, REPAIR AND REPLACE CEILING TILE AND GRID AS Date: Drawn by: Checked by: INT. Interior NT. Weight EXCEPTIONS: RELOCATABLE PARTITIONS, AND WINDOW WALLS. REQUIRED FOR A "LIKE NEW APPEARANCE. 09.30.15 MM SM JAN. JT. Janitor Joint HAZARDS Drawing Title: 1. OVERHEAD OBSTRUCTIONS SHALL BE 08" MINIMUM. RECEIVED GENERAL NOTES 2. PROJECTIONS SHALL BE A MAXIMUM OF 4 INCHES IF OVER 2'-3" CITY OF TUKWILA ABOVE FLOOR. OCT 1 3 2015 Scale: Project No: 3. A TEXTURED PATH SHALL BE PROVIDED WHEN OBSTRUCTIONS ARE AS NOTED IN THE PATH OF TRAVEL. PERMIT CENTER Drawing No: 4. EMERGENCY SIGNALS ARE TO BE AUDIBLE AND VISUAL. A 1,. 1�� �I-HI.G �CI�I Ill. VNINL-) FIKSI F11. COMPRESSION STRUT AT NO MORE THAN , I, 12'-0" O.C. IN EITHER DIRECTION. @ 6 -0 MAX FROM EACH N�y//'A: CEILING GRID WALL SCHEDULE METAL STUD OR EMT MAX. HT. 3-5/8" X 20 GA. 9'-6" DBL. 2-1/2" X 20 GA. 16'-6" DBL. 3-5/8" X 20 GA. 24'-0" 1-1/2" EMT 10'-5" 1-1/4" EMT 12'-11" 2" EMT IS'-4" HANGER WIRES @ 4' -oll O.C. e-2 ROPPE COLOR: MATCH EXISTING CORRIDOR 4" COVED (TO BE CONFIRMED BY GC), CONTINUOUS GOODS CARPET U O BIGELOW PATTERN: CITY STEP COLOR: TBD �v INSTALLED: DIRECT GLUE (CONFIRM) w CPT-2 BIGELOW PATTERN: CITY STEP COLOR: TBD 10 z INSTALLED: DIRECT GLUE (CONFIRM) + + SPAN CPT-3 + PATTERN: MATCH COLOR: MATCH EXISTING o W + EXISTING CORRIDOR CARPET TILE INSTALLED: DIRECT GLUE CONFIRM (CONFIRM) PAINT SEISNIC BRACING 1 DIAGRAMMATIC FRAMING PLAN 2 TBD GENERAL, EGGSHELL REFLECTED CEILING NOTES: CEILING LEGEND: P-, COLOR: TBD I. THESE DESIGN DRAWINGS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES. SWITCHING AND P-2 TBD ACCENT, EGGSHELL CIRCUITING SHALL BE DESCRIBED ON ENGINEER'S ELECTRICAL DRAWINGS AND INSTALLED AS COLOR: TBD DIRECTED THEREIN. , EXISTING 2'x4' T-BAR SUSPENDED CEILING GRID WITH SUITE STANDARD ACOUSTICAL CEILING TILES P-3 TBD ACCENT, EGGSHELL 2. ALL SWITCHING SHOWN SHALL BE 44" A.F.F. TO CENTERLINE OF COVERPLATE. MULTIPLE SPEC: MATCH EXISTING I COLOR: TBD SWITCHES SHOWN AT THE SAME LOCATION SHALL BE GANGED AND FINISHED WITH A ONE PIECE MATCH CURRENT CORRIDOR COVERPLATE. ALL SWITCHES TO HAVE WHITE COVERPLATES. 171 EXISTING 2X4 PLASTIC LENSED PARABOLIC FLUORESCENT FIXTURE P-4 COLOR 3. VERIFY THAT ALL EXISTING LIGHT FIXTURES, TUBES, BALLASTS, EXIT LIGHTS, BATTERY PACK _ _ BACK-UPS, ETC. ARE OPERATIONAL. REPAIR/REPLACE AS REQUIRED W/ COOL WHITE BULBS. IF � 1 EXISTING 2X4 PLASTIC LENSED PARABOLIC FLUORESCENT FIXTURE TO BE REMOVED CLEAN LIGHT LENSES THROUGHOUT. L - J 4. FIRE SPRINKLER CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS OF SPRINKLER R RELOCATED 2X4 PLASTIC LENSED PARABOLIC FLUORESCENT FIXTURE GENERAL FINISH NOTES: LOCATIONS. ADD AND/OR RELOCATE SPRINKLER HEADS AS REQUIRED TO ACCOMMODATE NEW LAYOUT. QO EXISTING CAN LIGHT FIXTURE 5. INSTALL SMOKE DETECTORS IN EXISTING AND NEW MECHANICAL UNITS AS REQUIRED BY CODE. 0 EXISTING WALLWASNER CAN LIGHT FIXTURE TO BE REMOVED 1. EXISTING FINISHES TO REMAIN, EXCEPT WHERE NOTED. 6. ALL EXISTING AND NEW DEVICES AND COVERPLATES TO MATCH EXISTING. OR RELOCATED WALLWASNER CAN LIGHT FIXTURE. 2. ALLOW FOR UP TO 5 ACCENT WALL LOCATIONS. LOCATIONS TBD. 7. CLEAN/ REPAIR OR PAINT EXISTING CEILING GRID AND TILE FOR LIKE -NEW APPEARANCE. EXISTING SPRINKLER LOCATION, FOR REFERENCE ONLY. B. VERIFY THAT ALL EXIT SIGNS COMPLY WITH THE BUILDING STANDARD WHITE SIGNS. INSTALL ® BLDG. STANDARD EXIT SIGN NEW AS NEEDED. CLEAN/ REPAIR EXISTING SIGNS FOR LIKE -NEW APPEARANCE. Z7 E/)- LIGHT SWITCH 0o 9. REPAIR OR REPLACE NON-FUNCTIONING LIGHT FIXTURES. � 10. CONTRACTOR SHALL PROVIDE EGRESS ILLUMINATION PER IBC 2009. CONTRACTOR IS EMERGENCY LIGHTING, AS REQUIRED BY LOCAL JURISDICTION. RESPONSIBLE FOR DESIGN OF THE SYSTEM UNDER THE DESIGN BUILD CONTRACT. VERIFY WITH R = RELOCATED N = NEW BUILDING MANAGEMENT AND PROVIDE FULL COMPLIANCE TO THE NEW SPACE REVIEWED FOR 11. REVIEW ALL FIRE LIFE SAFETY EQUIPMENT LOCATIONS (INCLUDING BUT NOT LIMITED TO CODE COMPLIANCE HORNS, STROBES) WITH DESIGNER PRIOR TO INSTALLATION. KEYED REFLECTED CEILING NOTES APPROVED OCT 21 2015 O REWORK SUITE SWITCHING AS REQUIRED FOR NEW LAYOUT. ALL OPEN AREA LIGHTING SHALL BE SWITCHED TOGETHER. 2 0 ROOM. PATCH AND REPAIR WALL AS REQUIRED. BUILDING Of Tukwila O RELOCATE SWITCH TO INTERIOR F R P T BUILDING DIVISION O EXISTING PROJECTOR LOCATION. COORDINATE ANY RELOCATION WITH TENANT AND TENANT'S AV VENDOR. PROVIDE ALL REQUIRED MOUNTING, POWER AND DATA. RECEIVED CITY OF TUKWILA NA STATE ENERGY REQ. OCT 1 3 2015 ALL FIXTURES ARE SCHEDULED TO REMAIN, BE RELOCATED OR BE DEMOLISHED. NO NEW WATTAGE IS PERMIT CENTER TO BE ADDED TO THIS SUITE. 4'-0" 4'-0" G" X 8' X FULL LENGTH STL. STUD BRACE @ BATT INSULATION 0-0" MAX SECURED TO STRUCURE ABOVE CEILING LINE FILL ALL VOIDS W/ BATT INSUL. CONT. 25 GA. METAL 5/8" TYPE "X" STUD RUNNER TOP GYPSUM BOARD AND BOTTOM 2-1/2" 25 GA. MTL. 4" VINYL BASE STUD AT 24 O.C. POWDER DRIVEN FASTENER @ 24" OC a e a a a a a a a a ad a a Q o STANDARD INTERIOR INSULATED SOUND PARTITION SCALE: NTS 1 BXUV.U419 FIRE RESISTANCE RATINGS: ANSI/UL 263 ILI Ol CHANNEL SHAPED, FABRICATED FROM MIN 20 GA. BOTTOM OF STRUCTURE (33 MILS) CORROSION -PROTECTED STEEL, MIN. FIRE RATED SEALANT WIDTH TO ACCOMMODATE STUD SIZE, WITH MIN. I' LONG LEGS, ATTACHED TO FLOOR AND CEILING ALL PENETRATIONS TO WITH FASTENERS 24" OC. MAX. HAVE FIRE CAULKING O CHANNEL SHAPED, CORROSION -PROTECTED STEEL, OR FIRE DAMPERS AS MIN WIDTH 2-1/2" 20GA (33 MILS), MIN 1-1/4" NECESSARY. FLANGES AND 1/4" RETURN, SPACED 16" OC. STUDS TO BE CUT 3/8" TO 3/4" LESS THAN ASSEMBLY HEIGHT. MAX HEIGHT 12'-10" SLOTTED LONG LEG O3 MINERAL WOOL BATTS OR GLASSFIBER WITH UL TOP TRACK SYSTEM, CLASSIFICATION MARKINGFRICTION FITTED BETWEEN SUCH AS STEELER INC STUDS AND RUNNERS. MIN. THICKNESS 1-1/2" DFT DEFLECTION TRACK ( O GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON CEILING AS OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN SCHEDULED ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT INSULATION JOINTS ON OPPOSITE SIDES OD STUDS NEED NOT BE WHERE O3 STAGGERED. HORIZONTAL EDGE JOINTS AND NOTED HORIZONTAL BUTT JOINTS IN ADJACENT (MULTI -LAYERED SYSTEMS) STAGGERED A MIN OF 12". PROVIDE ONE LAYER TYPE'X' 5/3" THICK PER WALL TYPE: SIDE. 2O 5O TYPE S OR 5-12 #6 STEEL SCREWS USED TO ATTACH PANELS TO STUDS (ITEM 2) OR FURRING CHANNELS (ITEM G). SINGLE LAYER SYSTEMS: 1" LONG FOR 1/2" AND 5/8" PANELS OR 1-1/4" LONG FOR 3/4" THICK PANELS, SPACED 8" OC. WHEN PANELS ARE APPLIED HORIZONTALLY, OR B" OC. ALONG VERTICAL AND BOTTOM EDGES AND 12" OC. IN THE FIELD WHEN O4 5O 0 PANELS ARE APPLIED VERTICALLY. O6 VINYL OR CASEIN, DRY OR PREMIXED JOINT COMPOUN JOINT COMPOUND APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS _OF OUTER LAYERS. PAPER TAPE, NOM 2' WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS OF OUTER LAYER PANELS. PAPER TAPE AND JOINT COMPOUND MAY BE OMITTED WHEN GYPSUM PANELS ARE SUPPLIED WITH A SQUARE EDGE. EV(EWED FOR R FCODE COMPLIANC BOTTOM TRACK, APPROVED WITH POWER DRIVEN ATTACHMENT. OCT 2 1 TOP TRACK SIMILAR 2015 FIRE RATED City of Tukwila v SEALANT BUILDING DIVISION CONCRETE SLAB RECEIVED U70 CITY OF TUKWILA OCT 13 2015 PERMIT CENTER ONE HOUR RATED PARTITION SCALE: 3" = 1'41 S T E E LWAVE Architecture and Interior Design 1660 Wynkoop Street, Suite 1120 Denver, CO 80202 Tel. (720) 932-3300 / Fax. (720) 932-3303 www.legacypartners.com/CDS Approval: