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Home My WebLink AboutPermit D19-0315 - ASHLEY FURNITURE - TENANT IMPROVEMENTASHLEY FURNITURE 75O1 SOUTHCENTER PKWY SUITE 200 D19-0315 Parcel No: Address: ~^ xx ^ Tukwila .~8~n x o " m^w Uva Department of Community Development 63OU6outhoenterBoulevard, Suite #1VV Tukwila, Washington 9D188 Phune'206-431,3G7O Inspection Request Line: 2O6'4]8'9350 Web site: http://www.TukwilaWA.gov 2623049067 Project Name: ASHLEY FURNITURE DEVELOPMENT PERMIT Permit Number: D19'0315 Issue Date: 12/17/2019 Permit Expires On; 6/14/2020 Owner: Contact Person: Name: Contractor: Name: Address: License No: Lender: CLPF-TUKWILA LP 73Z516GTHAVE NE#F-260C/O £H PROPERTIES INC, REDMOND, WA, 98052 POVVELLCONSTRUCTION CO. POWELC[0278 ''' Phone: (206)3244000 Phone: (425)8I8~4444 Expiration Date: 10/22/2021 DESCRIPTION OF WORK: 37141 SF TENANT IMPROVEMENT TO PORTION OF SHOPPING CENTER. CONSISTS OF DEMO INTERIOR PARTITIONS, FIXTURES AND FINISHES; AND CONSTRUCTION OF NEW INTERIOR PARTITIONS AND FINISHES. PUBLIC WORKS ACTIVITIES INCLUDE: PAVEMENT CUTTING/REMOVAL AND RESTORATION, PAVING, TRENCHING FOR SANITARY SIDE SEWER, SANITARY SIDE SEWER INSTALLATION W/CLEAN OUTS, AND INSIDE SANITARY SEWER DROPProject Valuation: $300000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type ofConstruction: UB Electrical Service Provided by: TUKWILA Fees Collected: $6,368.91 Occupancy per IBC: yN Water District: M|GHUNE7UKVv|LA Sewer District: TUKWILA Current Codes adopted bythe City cfTukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signatu Volumes: Cut: 0 Fill: 0 Number: 1 No Date: /2-/7_// I hearby certify that I have read a 1' amined 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 th conditions attached to this permit. Signature: Print Name: av- ( v t.WAS Date: tZ/1 7llq 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: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: 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. 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. 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: ***PUBLIC WORKS PERMIT CONDITIONS*** 13: Call to schedule mandatory pre -construction meeting with the Public Works Inspector, (206) 438-9350. 14: The applicant or contractor must notify the Public Works Inspector at (206) 438-9350 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 15: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-424-5555. 16: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 17: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 18: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 19: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 20: Install per current City of Tukwila Standard Details for utility trenching, paving over trench, & backfilling; sanitary side sewer, and sanitary sewer inside drop. Coordinate with the Public Works Project Inspector. 24: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 21: 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) 22: 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) 23: 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) 25: 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) 26: 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) 27: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 28: 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) 29: 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 1013.1) 30: 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 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 1013.6.1) 31: 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 1013.6.3) 32: 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 1008.3.5) 36: 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) 34: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 33: 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). 37: 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. 39: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2437. 40: 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) 38: 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) 41: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 42: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 43: 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. 44: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 35: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 45: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 46: 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** 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0409 FRAMING 5230 PAVING AND RESTORE 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 5070 SANITARY SIDE SEWER 0601 WALL INSULATION CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Sauthcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: (For offic use on 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. **Please Print** SITE INFORMATION 17501 SOUTHCENTER PARKWAY Site Address: TUKWILA, WA 98188 Tenant Name: ASHLEY FURNITURE King Co Assessor's Tax No.: 2623049136-07 Suite Number: PROPERTY OWNER Name: CLPF - TUKWILA, L.P. CIO JHS PROPERTIES - JOHN CHELICO Address: 1809 7TH AVE. STE. 1209 City:SEATTLE State: WA Zip: 98101 CONTACT PERSON — person receiving all project communication Name: NATHALIE DOYLE Address: 311 FIRST AVE. SOUTH caYSEATTLE State:WA Zip: 98104 Phone:206.324.4800 Email:NATHALIE.DOYLE@JACKSONMAIN.COM DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE Name: Address: City: State: Zip: Phone: Email: GENERAL CON FRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: St Contr Reg No.: Exp Date: Tukwila Business License No.: Floor: New Tenant: X. Yes 1]..No ARCHITECT OF RECORD Company Name: JACKSON MAIN ARCHITECTURE Address: 311 FIRST AVE. SOUTH City: SEATTLE State: WA Zip: 98104 Phone: 206.324.4800 Email: MATT.LAASE@JACKSONMAIN.COM ENGINEER OF RECORD Company Name: SWENSON SAY FAGET Address: 2124 THIRD AVE., SUITE 100 City: SEATTLE State: WA Zip: 98121 Phone: 206.956.3735 Email: BBRESKO@SSFENGINEERS.COM LENDER — WHO IS FUNDING THE PROJECT (required for projects $5,000 or greater per RCW 19.27.095) Name: N/A Address: City: State: Zip: MONTHLY SERVICE BILLING -or- WATER METER REFUND/BILLING Name: Address: City: State: Zip: Phone: W:Termit Center (Rachelle)\Applications\ Word \Construction Permit Application Revised 6-2019.doex Revised: June 2019 Page 1 of 3 BUILDING DIVISION INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 300,000.00 Existing Building Valuation: $ 29,108,500 Describe the scope of work (please provide detailed information): 37,141 SF TENANT IMPROVEMENT TO A PORTION OF AN EXISTING SHOPPING CENTER. THE PROJECT CONSISTS OF DEMOLITION OF INTERIOR PARTITIONS, FIXTURES, AND FINISHES; AND THE CONSTRUCTION OF NEW INTERIOR PARTITIONS AND FINISHES. NEW PAINT AND SIGNAGE ON EXTERIOR (SIGNAGE WILL BE A SEPARATE PERMIT). Will there be new rack storage? U.. Yes .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC ls' Floor 126,196 SF 37,141 SF 0 0 II-B 2''d Floor 3rd Floor Floors thru Basement Accessory Structure* Garage E] Attached D Detached Carport 0 Attached • Detached Covered Deck Uncovered Deck PLANNING DIVISION INFORMATION — 206431-3670 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: Will there be a change in use? 0 Yes Compact: Handicap: No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS — 206-575-4407 Sprinklers NI Automatic Fire Alarm 0 ....None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 .„.„. Yes EJ „.,...No If ''yes', attach list of materials and storage locations on a separate 8-1/2" x 11 '' paper including quantities and Material Safety Data Sheets. NFORMATION — 206-433-0179 El ...Permanent Water Meter Size (1) . 0 ...Temporary Water Meter Size (1). E.] ...Water Only Meter Size 0 ...Sewer Main Extension Public WO # (2) " WO # (3) " WO # WO # (2) " WO # (3) " WO # WO # 0 ..,.....Deduct Water Meter Size , Private 0 0 _Water Main Extension Public 0 Private 0 W:Termit Center (Rachelle)\Applications \ Word \ Construction Permit Application Revised 6-2019.docx Revised: June 2019 Page 2 of 3 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 1-1AVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 NER OR AUTH=GENT: Signature: Print Name: mok-heialie_ Doyle Mailing Address: ;11 First five, 3. Day Telephone: Date: 101/ cibloq City State Zip WnPermit Center (Rachelle)\Applications \Word \Construction Permit Application Revised 6-2019.docx Revised: June 2019 Page 3 of 3 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME ri H ‘f N E- PERMIT # b i 9 - 03 /5 /150 I Sc..----linc-4- e.-ey P,-pfec (sic"/ If you do not provileontractor bids or an engineer's estimgte'with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Soo Wate Sewer urface Water 411.5bo Road ar mg/Access A. Total Improvements 3 Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) $250 (1) 5. Enter total excavation volume cubic yards Enter total fill volume cubic yards die> 0 250 Use the following table to estimate the grading plan review fee. Use the eater of the excavation and fill volumes. 2.50 - QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ Soo (4) (5) The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01.01.19 41% BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) 7. Pavement Mitigation Fee $ 2 so The pavement pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for lst 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for lst 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the lst 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for lst 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 01.01.19 2 (6) (7) (8) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E 11. ADDITIONAL FEES A. Allentown Water (Ordinance 177'7) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish H. Transportation Mitigation I. Other Fees (9) Total A through I $ (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 4, 2 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $70.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2019-12.31.2019 ,...."--- Total Fee 0.75 $625 $6,416 ,,,/ $7,041 1 $1125 $16,9,40'- $17,165 1.5 $2425 '4080 $34,505 2 $2825 $31-,.3„q8 $54,153 3 $4425 $102,65'&---, $107,081 4 $7825 $160,400 -----, $168,225 6 $12525 / f $320,800 $333,325 Approved 09.25.02 Last Revised 01.01.19 emp9rary Meter 0.75" $300 2.5" $1,500 3 Receipt Number DESCRIPTIONS I ACCOUNT PermitTRAK QUANTITY . I ' PAID $4,239.62 D19O315 Address: 17501 SOUTHCENTER PKWY 200 Apn: 2623049067 $4,239.62 DEVELOPMENT $3,800.83 PW PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $250.00 PW CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $250.00 PERMIT FEE R000.322.100.00.00 0.00 $3,275.83 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 PUBLIC WORKS $250.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TECHNOLOGY FEE $188.79 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R19329 R000.322.900.04.00 0.00 $188.79 $4,239.62 Date Paid: Tuesday, December 17, 2019 Paid By: POWELL CONSTRUCTION CO. Pay Method: CHECK 38303 Printed: Tuesday, December 17, 2019 3:17 PM 1 of 1 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $2,129.29 D19-0315 Address: 17501 SOUTHCENTER PKWY 200 Apn: 2623049067 2,129.29 DEVELOPMENT PLAN CHECK FEE $2,129.29 R000.345.830.00.00 0.00 $2,129.29 TOTAL FEES PAID BY RECEIPT: R18704 $2,129.29 Date Paid: Monday, September 30, 2019 Paid By: CLPF TUKWILA Pay Method: CHECK 011792 Printed: Monday, September 30, 2019 11:29 AM 1 of 1 Y5TE INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: /s yu1Vt�,� Type of i n s echo ��f.. n: Address: L7f5O/ Date Called: Special Instructions: Date Wanted: --—;� a.m. p.m. itequester: Phone IVc: Approved per applicable codes. Corrections required prior to approval. COMMENTS VE"p Inspect©r. .- Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd... Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT 140. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 43670 Permit Inspection Request Line (206) 438-9350 D 19. ©?/vim - Project: Type of Inspection: 0ll1 L. Di 4 G FI AA4— Address: Date Called: 17 ,Special Instructions: Date Wanted: 3 --(p -". ' a.m.' p.m., Requester: Phone pproved per applicable codes. Corrections required prior to approval. COMMENTS: "e/atraeht N)D vPi ins pector: Date: REINSPECTION FEE REQUIRE©. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 7-d !Project: _Type of Inspection: Address: Date Called: Special Instructions: .akie` r Date Wanted: t.t p.m.: Requester: Phone No: Ell �y uired prior to ,approval. COMMENTS: e_Aer Date� .2 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSP INSPECTION RECORD Retain a copy with permit ITON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: 45/79-r )g. Type of nspec on: Address: / 7525V 5ce8V. Date C Iled: Special Instructions: Date Wanted: am. P.m. Requester: Mlifi'affe Phone No: riApproved per applicable codes. Corrections required prior to approval. COMMENTS: rw pec REINSPECT1ON FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 DI ON Project: #`57, 44/ L% ,% Type of Inspection: G— Address: Cate Called: Special Instructions: ©ate Wanted: �? 225 a.rri. p.m. Requester: Phone No: © Approved per applicable codes. Corrections required prior to approval. C©MMENTS: , , 7 `YMiI,MM.M.,�YVFMY e f� ■1 ,` f.�MA taw t r . Wr Inspector: `Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. NAME City of Tukwila — Public Works Maintenance Department 600 Minkler Blvd, Tukwila, WA 98188 Backflow Assembly Test Report Form Park Place Shopping Center ACCOUNT # 08-0142 SERVICE ADDRESS 17501 Southcenter Parkway, #3_, METER It 14113788 CITY TukwSTATE _INA_ ZIP CODE __”052-179$.....___. ila_ ASSEMBLY LOCATION Next to meter, in hot box CROSS -CONNECTION CONTROL FOR? Premise Isolation TYPE _RPBA SN H03532 SIZE LWMAKE MODEL 860 LINE PRESSURE AT TIME OF TEST? PSI NEW? fl EXISTING? flREPLACEMENT? INITIAL TEST RESULTS TESTS AFTER REPAIR OR CLEANING RPBA PSI DROP ACROSS NI CHECK VALVE PSID PSI DROP ACROSS NI CHECK VALVE RELIEF VALVE OPENED PSID PSID RELIEF VALVE OPENED PSID 0 0 0 El El No fl 41 CHECK VALVE CLOSED TIGHT? 41 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGIIT? 42 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? RPBA PASSED TEST? YesEJ NI CHECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGIIT? #2 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? RPBA PASSED TEST? Yes 0 0 0 LI El El No 0 DCVA #1 CHECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? _____ #2 CHECK VALVE LEAKED? DCVA PASSED TEST? YcsfJ _ _ PSID 041 . PSID EJ NofJ 41 CHECK VALVE CLOSED TIGHT? PSID El PSID No CHECK VALVE LEAKED? 42 CHECK VALVE CLOSED TIGHT? 42 CHECK VALVE LEAKED? DCVA PASSED TEST? Yes PVBA AIR INLET OPENED AT AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT CHECK VALVE LEAKED? PVBA PASSED TEST? Ycs 0 PSID 0 PSID El No 0 AIR INLET OPENED AT AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT CHECK VALVE LEAKED? PVBA PASSED TEST? Yes PSID El PSID El No 0 APPROVED ASSEMBLY? REMARKS TEST COMPANY PHONE TEST KIT MAKE MODEL SN CALIBRATION DATE 1 certifr that 1 used WAC 246-290-490 approved Test Methods and Differential Pressure Test Equipment TESTER'S NAME (PRINTED) CERTIFICATION # SIONA771RE DATE TESTED REPAIRED BY REPAIR DATE RETESTED BY CERT # DATE TESTED PROPER INSTALLATION? INSPECTED BY CCS? C i 0 Tukwila — Public Works Maintenance Department 600 Minkler Blvd, Tukwila, WA 98188 Backflow Assembly Test Report Form NAME Park Place S.honping,centerACCOUNT # 08-0142 SERVICE ADDRESS 17501 Southcenter Parkway, #3 METERN CITY Tukwila STATE WA _ ZIP CODE 98052-7708 „ ASSEMBLY LOCATION Fire Sprinkler Control Room CROSS -CONNECTION CONTROL FOR? In-Premise/For Svc Isolation SIZE 1.25rMAKE Wilkins MODEL 950XL TYPE DCVA SN 286223 LINE PRESSURE AT TIME OF TEST? PSI NEW? XISTING? 1 1 REPLACEMENT? INITIAL TEST RESULTS TESTS AFTER REPAIR OR CLEANING RPBA PSI DROP ACROSS 01 CHECK VALVE PSID RELIEF VALVE OPENED PSID 41 CHECK VALVE CLOSED TIGHT? 0 41 CHECK VALVE LEAKED? ID 02 CHECK VALVE CLOSED TIGHT? 0 2 CHECK VALVE LEAKED? D APPROVED AIR GM' PROVIDED? El RPBA PASSED TEST? Ycsfl No 0 PSI DROP ACROSS 01 CHECK VALVE PSID RELIEF VALVE OPENED PSID #1 CHECK VALVE CLOSED TIGHT? NI CHECK VALVE LEAKED? 02 CHECK VALVE CLOSED TIGH-1T? El 02 CHECK VALVE LEAKED? El APPROVED AIR GAP PROVIDED? 0 RPBA PASSED TEST? Ycs ID No El DCVA 41 CHECK VALVE CLOSED TIGHT? _ _ _ PSID 41 CHECK VALVE LEAKED? ID #2 CHECK VALVE CLOSED TIGHT? PSID 42 CHECK VALVE LEAKED? 0 DCVA PASSED TEST? Yes No0 41 CHECK VALVE CLOSED TIGHT? __ PSID 01 CHECK VALVE LEAKED? 0 42 CHECK VALVE CLOSED TIGHT? PSID 02 CHECK VALVE LEAKED? El DCVA PASSED TEST? Yes No 0 PVBA AIR INLET OPENED AT PSID AIR INLET FAILED TO OPEN? El CHECK VALVE HELD TIGHT AT PSID CHECK VALVE LEAKED? El PVBA PASSED TEST? Yes No 0 AIR INLET OPENED AT PSID AIR INLET FAILED TO OPEN? D CHECK VALVE HELD TIGtIT AT PSID CHECK VALVE LEAKED? 0 PVBA PASSED TEST? Yes 0 No El APPROVED ASSEMBLY? REMARKS PROPER INSTALLATION? INSPECTED BY CCS? TEST COMPANY PHONE TEST KIT MAKE MODEL SN CALIBRATION DATE _ 1 certih, that I used WAC 246-290-490 approved Test Methods and Differential Pressure Test Equipment TESTERS NAME (PRINTED) CERTIFICATION N SIONATURE REPAIRED BY RETESTED BY DATE TESTED REPAIR DATE CERT fi DATE TESTED not hesitate Sincerely, in JACKSON MAIN 1111111ARCHITECTURE 02/21/2020 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 RE: CORRECTION LETER #1 TO REVISION #1 Project Name: Ashley Furniture Shell Work — Park Place Shopping Center Project Address: 17501 Southcenter Parkway, Tukwila, WA 98188 Plan Check/Permit Number: D19-0315 The following are responses to the corrections received on 2/19/2020 regarding permit #D19-0315: 1 1. Provide an itemized response of all corrections. o Noted. This letter serves as an itemized response of all corrections. 2. Sheet A201 note 0.2.12 references 3 ADA parking stalls being removed and relocated in front of Homegrown (Future tenant space). You are not able to relocate these stalls under this permit. o Noted. We have removed the note that references this. The relocation of these stalls will happen under a separate permit and the stalls will not be altered under the scope of work within this permit, #019-0315. A note stating "(E) PARKING TO REMAIN AS IS" has been added to sheet A2.01. 3. Sheet A201 - All new partition walls need to be re -labeled as "New". Revision identifies all new wall as "existing" example is (EX3, EX4, EX5 walls. Verify all new walls added from 9/30/2019 permit are labeled as new. Do not label new walls as existing (EX3,4,5, ect.. o These walls are existing walls from the Toys-R-Us space and are not new walls. These walls are not being demoed under this permit. There is 1 existing wall, wall type EX4, that has been added from the original permit submitted on 9/30/2019. 4. Sheet S-1 need to revise a new stair detail. Missing rise/run, handrail heights, guardrail height ect... o Please refer to the revised architectural detail 5 on sheet A7.01, which shows the rise/run, handrail heights, guardrail heights, etc. This information falls under the architectural scope, which is why detail 5 on sheet A7.01 has been altered. 5. Stair cut section on S-1 refers to 15/A702. This page and detail does not exist. o This reference has been updated to reflect the correct detail which is detail 7 on sheet A7.01. I hope the a tiCreisPcnCTI CORRECTION all corrections in your Correction letter #1 to Revision #1. Please do Nathalie Doyle, Designer ques ions. 17 19 03 s RECEIVED CITY OF TUKVVILA FEB 21 20*/11 PERMIT CENTER JACKSON I MAIN ARCHITECTURE, P.S. 311 FIRST AVENUE SOUTH, SEATTLE, WA 98104 206.324.4800 JA( Kst )NMAIN.COM City of Tukwila Department of Community Development February 19, 2020 NATHALIE DOYLE 311 FIRST AVE S SEATTLE, WA 98104 RE: Correction Letter # 1 to Revision #1 DEVELOPMENT Permit Application Number D19-0315 ASHLEY FURNITURE - 17501 SOUTHCENTER PKWY Dear NATHALIE DOYLE, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. 1 have enclosed comments from the following departments: BUILDING - R DEPARTMENT: Bill Centen at 206-431-3678 if you have questions regarding these comments. • 2/12/2020 - BC 1. Provide an itemized response of all corrections 2. Sheet A201 note 0.2.12 references 3 ADA parking stalls being removed and relocated in front of Homegrown (Future tenant space). You are not able to relocate these stalls under this permit. 3. Sheet A201 - All new partition walls need to be re -labeled as "New". Revision identifies all new wall as "existing" example is (EX3, EX4, EX5 walls. Verify all new walls added from 9/30/2019 permit are labeled as new. Do not label new walls as existing (EX3,4,5, ect.. 4. Sheet S-1 need to revise a new stair detail. Missing rise/run, handrail heights, guardrail height ect... 5. Stair cut section on S-1 refers to 15/A702. This page and detail does not exist. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician Filc No. D19-0315 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Public Works Department - Henry Hash, Director February 6, 2020 CLPF-Tukwila LP 7325 166th Ave NE #F-260 c/o JHS Properties Inc Redmond, WA 98052 RE: Ashley Furniture Tenant Improvement 175012 Southcenter Pkwy, Tukwila, WA Permit Number: D19-0315 To Whom It May Concern: In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. Since the project includes alterations to the existing plumbing system, the entire plumbing system must be brought up to the current standards as set forth in the Uniform Plumbing Code including installation of an approved backflow prevention on the domestic, fire prevention and irrigation water supply lines. The City has determined that the building at the above address has all the backflows installed, however two backflows are overdue on mandatory annual testing. Please have the backflows tested by a certified tester ASAP and submit test results to Public Works. If you need assistance locating the above backflows in the field, please contact Mr. Jason Bates, Tukwila Water Superintendent at (206) 433-1863. The Public Works Director will withhold final signoff of the Ashley Furniture Tenant Improvement Permit until the backflow test reports are received. I have enclosed two Backflow Test forms. Please contact me at (206) 431-2440 or via email at Joanna.spencertukwilawasiov. if you have questions. Sincerely, 04(4442- 51ketze/ Joanna Spencer Development Engineer enclosures: Two Test Report Forms cc: Jason Batest Natalie Doyle, Applicant W:PW Eng/Other/Joanna S/Letter Ashley 020620) 6300 Building • 6300 Southcenter Boulevard Suite 100 • Tukwila, WA 98188 • 206-433-0179 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov U��K��N� �UN� ��U»N \ U»yU��UU`0 ARCA|TE CTUAE 0ZO City ofTukwila Department ofCommunity Development G3OOSouthcaDt8rBoulevard, Suite #1OO Tukwila, Washington 98188 RE: BUILDING PERMIT REVISION #1 Project Name: Ashley Furniture Shell Work — Park Place Shopping Center Project Address: 17501 Southcenter Parkway, Tukwila, WA 98188 Plan Check/Permit Number: Q19-0315 The following are post permit revisions regarding permit #D19-O315: Architectural Drawings: ' Sheet G0L00_ • Separate permits have been updated to include mechanical, electrical and plumbing o The project description has been updated to more accurately represent the change of scope for this project. o Anote has been added tothe front elevation. o The permit title and date has been updated to reflect our current resubmittal. o The structural sheet name has been updated. n Electrical sheet E1.Oand E2.1have been added. o Plumbing sheet PD2.Z has been deleted. o Plumbing sheet P1.Ohas been added. - Sheet G@.02— o Egress pathway direction Aand 8,aywell asthe distance has been updated. - Sheet AO,01— o Demolition scope has been updated through the plan, keynotes and demolition notes. o The rear of the space will now include a removal of a portion of the existing concrete slab toexit atgrade inthe alley. Sheet A2,01— o Interior walls have been altered 10show asexisting tore o The sheet notes and keynotes have been revised. !VISION �� W'qN��o 2wa|\typeshavebeenadded,EX4andEX5. ^ ~ — ` o Wall type D1and AZhave been altered. o Wall type EX]has been moved toadifferent location onthe sheet, o The electrical room location and exit doors to the alley have been updated to exit at grade. o 3ADAstaU|swill bemoved tobeinfront ofthe future Honmegoodsspace will RECEIVED CITY OF TUKM A be under a separate permit. JACKSON I MAIN ARCHITECTURE, P.S. 311 FIRST AVENUE SOUTH, SEATTLE, WA 98104 206.3244800PERMITVENTER U^��&��U [��8�V ��U"N \ U%'U��UU� A R CA|TECTUAE ' Sheet A3.0l— • The front elevations have been removed from sheet because it is not in this permits scope. o Updates tothe keynotes and material legend have been made. o The rear exit doors tothe alley have been updated toexit atgrade, - Sheet A4,01— o Keynotes have been updated. ' Sheet A4,02— w Keynote numbering has been updated. Sheet A7.01— o Door type "A"elevation has been updated tnshow the hardware. o Door #1Q1has been added tothe rear elevation. o Details regarding the depressed slab, concrete stairs and railings in the rear of the store have been added. Structural Drawings: Sheet S-1— o Details regarding a strongback connection, recessed slab and a note regarding an additional door opening have been added. Mechanical Drawings: ' Sheet MD2.1— o Flag note 1has been updated tostate, "EXISTING GAS FIRED UNIT HEATERS TO REK8A|N.^ Electrical Drawings: - Sheet EO.1— • Load summaries have been added. o An existing fire riser diagram has been added. o The new fire riser diagram has been added, aswell atthe Siemens gear layout. Sheet ED1'1— o Sheet has been added. o A demolition plan for existing main electrical service equipment has been added. - Sheet El.0— o Sheet has been added. o Anelectrical site plan has been added showing the scope ofwork and location of electrical utilities onsite. Sheet E1.1— o Enlarged electrical room plan has been updated. Sheet E2.1— o Sheet has been added. o Electrical specifications have been added tothis sheet. JAcxSOm | MAIN ARCHITECTURE, ps. 31zFIRST AVENUE SOUTH, SsATTuE,vvAynznw 206.324,4800 ` '`'`mmw.CoM U��K��0� �U0� ��V»W � U��U��UU� AACA|TE C T U R E Plumbing Drawings: Sheet PD1.0- o Sheet has been added. • Site demolition plan has been added tothis sheet. Sheet PD2.1- o Plan has been updated to include only the disconnection of the rooftop units over Homegoods and to cap and valve branch piping to existing packaged rooftop units for future connection. ' Sheet PD2.2- o Sheet has been deleted. ShaetP1,0- o Sheet has been added. w Gas meter location and use have been updated onthis sheet. ShwetP2.@- o Future plumbing and gas piping plan have been updated onthis sheet. Sheet P2'1- o Future plumbing, gas and fire items on the plan and notes have been updated on this sheet. ' SheekP2'2- o Gas piping notes have been updated onthis sheet. This is the end of our summary relating to building permit revision #1. Please do not hesitate to call with any further questions. Natha|ieDoyle, Designer _ /A[x8}w|MAIN ARCHITECTURE, p.S. BzFIRST AVENUE SOUTH, SEATT/c'vvA98lo^ 206,324.48O0 ` ``swumIOxx PERMIT COORD CO PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0315 DATE: 02/21/2020 PROJECT NAME: ASHLEY FURNITURE SITE ADDRESS: 17501 SOUTHCENTER PARKWAY Original Plan Submittal Response to Correction Letter Revision # before Permit Issued Revision # 1 after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator lit PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 02/25/20 Structural Review Required DATE: r APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: Approved with Conditions Denied (ie: Zoning Issues) REVIEWER'S INITIALS: 04/07/20 Fire Fees Apply DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire D Ping fl PW D Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0315 PROJECT NAME: ASHLEY FURNITURE SITE ADDRESS: 17501 SOUTHCENTER PKWY Original Plan Submittal Response to Correction Letter # DATE: 01/13/2020 Revision # before Permit Issued X Revision # after Permit Issued D E PARTM ENTS: Bui Ki) AIOU Public Works Fire Preven on Structural PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: Planning Division Permit Coordinator 1111 0j/14/20 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews Notation: DUE DATE: Approved with Conditions Denied (le: Zoning Issues) 02/25/20 Fire Fees Apply REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: V V L 12/ 18/2013 QMT CnORD POPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0315 DATE: 09/30/2019 PROJECT NAME: ASHLEY FURNITURE SITE ADDRESS: 17501 SOUTIICENTER PARKWAY X Original Plan Submittal Revision # Response to Correction Letter # before Permit Issued Revision # after Permit Issued DEPARTMENTS: ti\\ N\M) Building Division thitA Imo 111011 Public Works IAA Fire Prevention Structural Planning Division (SA Permit Coordinator II PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 10/01/19 Structural Review Required REVIEWER'S INITIALS: DATE: r APPROVALS OR CORRECTIONS: Approved Corrections Required P (corrections entered in Reviews) Notation:A 14,D.rti K1-.01 Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 10/29/2019 El n REVIEWER'S INITIALS: DATE: Permit Center Use Only' CORRECTION LETTER MAILED: Departments issued corrections: Bldg Ei Fire Ej Ping D PW Staff Initials: 12/18/2013 PROJECT NAME: SITE ADDRESS: PERMIT NO: b ici— 0,3T ORIGINAL ISSUE DATE: i2.-4 7_1 REVISION LOG REVISION NO, DATE RECEIVED STAFF INIT ALS ISSUED DATE STAFF INITIALS Summary. of evision: or tfw. 4VVJSD S4V(A-Ovvy .- . 9 A Received by REVISION REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 02. • 2- i • 2-0 Plan Check/Permit Number: D19-0315 LI Response to Incomplete Letter # Response to Correction Letter # 1 Revision # 1 after Permit is Issued Ej Revision requested by a City Building Inspector or Plans Examiner El Deferred Submittal # iiECEIVED OF TUKWILA FEB 2 1 2020 CENTER Project Name: Ashley Furniture Project Address: 1750 1 Southcenter Pkwy Contact Person: N 1,) 0 ‘.I I t, Phone Number: 0/4 2- 0 LO 3 29 • Li $00 Summary of Revision: c all-Oa/coo) r< sion ve.JOinpc ted-ti-c r Sheet Number(s): 7-• D "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: AI) Entered in TRAKiT on 0 100.2-6 CaUsersMathalie.doy1MAppDataaLocal \Microsoft Windows\INetCache Content.eutlook\OFP607FD \Revision Submittal bum (003).doc Revised: August 2015 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 01-13-2020 Plan Check/Permit Number: D19-0315 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # before Permit is Issued ® Revision #1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Ashley Furniture Shell Work — Park Place Shopping Center Project Address: 17501 Southcenter Parkway, Tukwila, WA 98188 Contact Person: Nathalie Doyle Summary of Revision: Please see attached letter summarizing all of the changes. RECEIVED CITY OF TUKWILA JAN 1 3 2020 PERMIT CENTER Phone Number: 206-324-4800 Sheet Number(s): See attached letter showing all sheets with revisions. In the plan set, the revisions are clouded as: 01/1.3/202V; #1; PERMIT REVISION "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [ Entered in TRAKiT on ai/0 /ao,16 Au) F:\I. Projects \2019\19076 - Homegoods Tukwila\3-Stick Set\l_Building Permit Revision\200113_Revision Sheet.doc Revised: August 2019 Labor & kJ) dNvu,restst,olmis, (111tPSWIni.Wa.C100 Contractors POWELL CONSTRUCTION CO Owner or tradesperson Principals BREHM, MICHAEL H, PRESIDENT Lawson, Jeffrey Thomas, VICE PRESIDENT Brehm, Tanya Lee, SECRETARY WOERTENDYKE, DAVID, TREASURER POWELL, PETER W, DIRECTOR MASON, JOHN PARKER, AGENT HUFFMAN, PAULA JEAN, MEMBER (End: 08/29/2018) BALDWIN, CAROL E, SECRETARY (End: 09/26/2011) MASON, J PARKER, TREASURER (End: 09/26/2011) TISCHMACHER, JANICE GAYLE, SECRETARY (End: 09/27/2017) RICE, ANDREW TRAVIS, TREASURER (End: 09/27/2017) HATCH, TODD R, TREASURER (End: 10/22/2013) Doing business as POWELL CONSTRUCTION CO WA UBI No. 601 863 897 PO BOX 97070 KIRKLAND, WA 98083-9770 425-828-4444 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active Meets current requirements. License specialties GENERAL License no. POWELCCO27L3 Effective — expiration 06/23/1998— 10/22/2021 Bond North American Spec Inc Co Bond account no. 2161687 $12,000.00 Received by L&I Effective date 04/03/2013 04/01/2013 Expiration date Until Canceled Insurance Valley Forge Inc Co St000,000.00 Policy no. 3 4 25'-99/16" 12'-27/16" w z JI ¢i 1 W A4.01 I i i I I I I I I 03A8 22.02 4 i I 0 36' - 0" 08 5 I I I I I I I 05.11 I I I I Al LEVEL 01 -NEW WORK 1/16" =1'-0" 38,-W -3 8 ' - 3" 03.09 X1 021-21128-6„ a.1-o - - � 2 '- 2 11Z' I I I 002222 02.25 I 02.24 7 o 38'-3" 83' -10" i , 38'- 3" I 12'-5" SHEET NOTES: EXTERIOR INTERIOR SCHEDULE OF MATERIALS ' A. ALL ITEMS ARE TO BE CONSIDERED EXISTING, U.N.O. INTERIOR B. ALL DOORS REQUIRED TO MAINTAIN REQUIRED CLEARANCES FOUND IN 1� (E) 5/8" GYP. BOARD ACCESSIBILITY STANDARDS IN ICC ANSI 404.2.3. if 7 ` 2 ❑2 (E) STEEL STUDS C. REFER TO SHEET A7.01 SERIES FOR DOOR INFORMATION. D. EXISTING ITEMS ARE TO BE USED FOR REFERENCE ONLY. 6 FT FACED BATT - 0 INSULATION KEYNOTES: ® AIR GAP (VERIFY IN FIELD) JACKSON'MAIN 4 ❑5 (E) TILT PANEL CONCRETE WALL # NOTE ARCHITECTURE © (E)1/2" GLASS -MAT GYP. SHEATHING 7❑ (E) EIFS FINISH EXTERIOR FIRE RESISTANCE RATING: N/A UL NUMBER: N/A R-VALUE: R-19 EX1 - (E) EXT. CONC. TILT W/ MTL. FURRING EXTERIOR INTERIOR SCHEDULE OF MATERIALS INTERIOR 1❑ (E) 5/8" GYP. BOARD �2 (E) STEEL STUDS ❑3 (E) R-19 KRAFT FACED GATT INSULATION ® (E)112" GLASS -MAT GYP. SHEATHING Efl (E) EIFS FINISH EXTERIOR FIRE RESISTANCE RATING: N/A UL NUMBER: NIA R-VALUE: R-19 EX2 - (E) EXT. MTL. STUD WALL ADJACENT TENANT SALES SCHEDULE OF MATERIALS AREA SALES AREA 1❑ SIDE TO BE FINISHED IN SEPARATE PERMIT BY TENANT 21 6" 20 GA. MTL. STUD @ 16" O.C. ❑3 SIDE TO BE FINISHED IN SEPARATE PERMIT BY ADJACENT TENANT ADJACENT TENANT NOTE: THIS PERMIT IS NOT FOR OCCUPANCY. A SEPARATE T.I. PERMIT WILL BE ISSUED FOR TENANT OCCUPANCY IN WHICH THE DEMISING WALL WILL SHOW ITS 1-HOUR FIRE RESISTANCE RATING. Al - NEW METAL STUD DEMISING WALL INTERIOR I INTERIOR SCHEDULE OF MATERIALS 1Q 518"TYPE'X'GWB 2 2❑ 6" STEEL STUDS AT 16" O.C. 3 4 F31 R-19 BATT INSULATION ® 5/8"TYPE'X'GWB 1 FIRE RESISTANCE RATING: 1-HR. UL NUMBER: U419 GA FILE NO.: WP 1072 R - VALUE: R-19 A2 - INTERIOR MTL. STUD WALL 01.18 LOCATE DOOR TO EXIT AT GRADE. 02.17 (E) STOREFRONT TO REMAIN AS IS. 02.19 (E) EXTERIOR CANOPY AND COLUMNS TO REMAIN AS IS. 02.21 (E) FLOORING TO REMAIN AS IS. 02.22 ALL (E) FIXTURES TO REMAIN, U.N.O. 02.24 _ ALL (E) WALLS TO REMAIN, U.N.O. 02.25 ALL (E) DOORS TO REMAIN, U.N.O. 03.05 (E) TILT -UP CONCRETE WALLS TO REMAIN AS IS, U.N.O. 03.08 (E) PORTION OF SLAB TO BE DEMOLISHED FOR NEW SEWER LINE. INFILL SLAB TO EXISTING CONDITION AFTER SEWERLINE IS ADDED. 03.09 REMOVE PORTION OF EXISTING CONCRETE SLAB TO PROVIDE NEW RECESSED STAIR LANDING. REFER TO STRUCTURAL DETAILS 2 AND 3 ON SHEET S-1. 05.11 NEW DEMISING WALL 6" MTL. STUD @ 16" O.C. WITH NO FINISHES/ INSULATION, JUST THE METAL STUDS. 08.10 (E) OVERHEAD METAL DOORS TO REMAIN AS IS. 08.11 REFER TO STRUCTURAL DETAIL 1 ON SHEET S-1 REGARDING NEW DOOR '... OPENINGS. 08.12 (E) VESTIBULE AND VESTIBULE DOORS TO REMAIN AS IS. 21.03 (E) FIRE RISER TO REMAIN AS IS. 21.04 (E) FACP TO REMAIN AND COMMUNICATE ONLY WITH DEVICES WITHIN ASHLEY FURNITURE SPACE. 21.05 REVISE, IF NECESSARY, (E) FIRE SPRINKLERS TO MEET CODE WITH NEW DEMISING WALL LOCATION. 22.01 PROPOSED ASHLEY FURNITURE RESTROOM LOCATION. 22.02 G.C. TO STUB A 4" SEWER LINE OFF OF (E) SEWER PIPE AND INTO FUTURE ASHLEY FURNITURE RESTROOM LOCATIONS. VERIFY DEPTH AT THIS POINT IN FIELD. 22.03 (E) 6" SEWER CLEANOUT TAU' BELOW SLAB. 27.01 (E) TELEPHONE BACKER BOARD TO BE REMOVED FROM COMMON ELECTRICAL ROOM AND DISPOSED OF PROPERLY. INTERIOR 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324A800 WWW.JACKSONMAIN.COM SEPARATE PERMIT RE UIRED FOR: 2Mechanical [!!I Electrical Plumbing (� Gas Piping City of Tukwila BUILDING DIVISION Q U) N CN W_ _J {- W O F{L Ob � 00 rn Pertnft No. � c W Q rPlan review approval is subject to errors and omissions. Approval of construction documents does Q u nZ a wo a ion of any adpoled n- code or ordinance. Receipt of approved Field Copy and t _ LU conditions is acKnowledgeo: By. ti Date: 0- Q v of Tukwila e Ul(,DING DIVISION O U O < c� U) INTERIOR SCHEDULE OF MATERIALS Q (E) 5/8" GWB ' Q2 (E) STEEL STUDS AT 16" O.C. Q3 (E) 5/8" GWB UJ n- -----® ® (E) 5/8" PLYWOOD SHEATHING TO 12'-0" A.F.F. ry REVISIONS ry W 0 Z T- W DO No c':apoes snap oe made to the Scope 1 0 ILL 0) - - of worK wonout p.'o: aporoval of the Tukwila Building Division. �Y � Q NOTE: Revisions will redulre a new plan z i- submittal and may Include additional plan revie . >- D oa n U J NG INTERIOR MTL. STUD WALL Q LO /_r�� n V) IZ- {- INTERIOR INTERIOR SCHEDULE OF MATERIALS 1❑ (E) 5/8" GWB �?^ ---Q 22 (E) STEEL STUDS AT 16" O.C. O3 (E) 3 1/2" GATT INSULATION >` 4 ® (E)5/8" iAl =V REVIEWED FOR CODE COMPLIANCE APPROVED �jMAR 12 2020 �City Of TU ' BUILDING DIVISION C ad V=) W U N o 2 z O O r m O v n (O0wnOfOf Z Ju F F G m = o W 9 0 mNm0awo Q m N rn 0 N rn m 0 0 N N m N 0 0 N N N Q O O O EX4 - EXISTING INTERIOR MTL. STUD WALL 93 RE CHITE E ARCHITECT YPL N: 2 ATT EWE SE 5rATE of 4HA91114GTON PROJECT NO.: 19076 I'SION No PROJECT MGR.: NO DRAWN BY: ND, CF CHECKED BY: ML FLOOR PLAN - LEVEL RECEIVED CITY 4F TUIKVW 01 (NEW WORK) M2. ul FEB 21 I) PERMIT CENTER JACKSON I MAIN ARCHITECTURE P.S. m 2019 MARK LOCATION TYPE DOOR FRAME FIRE RATING STC COMMENTS WIDTH HEIGHT I THICKNESS MATERIAL FINISH HARDWARE MATERIAL FINISH 001 ELECTRICAL ROOM A 3' - 0" 7' - 0" 1 3!4" INSULATED HOLLOW METAL PAINV/ SEMI GLOSS 1 HOLLOW METAL PAINT/ SEMI GLOSS 002 ELECTRICAL ROOM A 3' - 0" 7' - 0" 1 3/4" INSULATED HOLLOW METAL PAINT/ SEMI GLOSS 1 HOLLOW METAL PAINT/ SEMI GLOSS DOOR TYPES: DOOR HARDWARE: DOORHARDWARE1 (MANUFACTURER TO BE SELECTED BETWEEN LANDLORD AND TENANT) 2" PER 2" SCHEDULE CLOSER THRESHHOLD • WEATHER SEAL i� LOCKSET 1 1/2 PAIR BUTT HINGES PANIC HARDWARE TENANT DOOR SCHEDULE @ RECEIVING AREA MARK LOCATION TYPE DOOR FRAME FIRE RATING STC COMMENTS WIDTH HEIGHT THICKNESS MATERIAL FINISH HARDWARE MATERIAL FINISH 101 RECEIVING AREA A T - 0" 7' - 0" 1 314" INSULATED HOLLOW METAL PAINT! SEMI GLOSS 1 HOLLOW METAL PAINT! SEMI GLOSS C.I.P. STAIR TO LANDING 1 1/2" HANDRAIL 2" GUARDRAIL 3/8" COMPRESSIBLE JOINT FILLER CAST -IN -PLACE CONCRETE, MEDIUM BROOM FINISH DOWELS PER STRUCTURAL i HSS STR( rG.) I CONNECT STRUCTU i 10, 2" 2'- 3" 2'- 3" m d m 1 1/2' I - 2" GI Q I L ONC.S " TEM I "CC 4' - 2" 6" 4' - 4" MTLI. STUD WALL NGBACK OLUM �TAT.I., ION WAL R �A DETAIL ON S HANDRAIL ARDRAIL NC. STEM EMBED POSTS 4" INTO CONCRETE W/ COVER FLANGE AND REINFORCEMENT ROD CONCRETE STEM WALL (E) CONCRETE SLAB RAILING ATTACHMENT NOTE: NO MORE THAN 3/8" VARIATION IN RISERS, MAXIMUM 11" MINIMUM TREADS 7" MAXIMUM RISERS CUT OUT PORTION OF EXISTING FURRING WALL TO ACCOMODATE NEW HSS COLUMN AND DOOR OPENIN 2" SCH. 40 VERT. PIPE EQUALLY SPACED WITH 8'-0" MAX. SPACING 2"SCH.40 PIPE RAILING 1-1/2" SCH. 40 HANDRAIL WITH EXTENSIONS AND RETURN ENDS J < I R11E N SHEET S-1 FOR CONCRETE STAIR AND TO DETAIL 3 ON (� I G REINFORCEMENT J. _ _ DRAIL TO EXTEND THE LENGTH OF ONE TREAD PAST THE I I I I,I i I �— EDGE OF THE LAST TREAD,,RETURN TQ WALL NEW POURED CONC, STAIR AND LANDING CONTINUE (E) FURRING WALL AND INSULATION TO BTM OF NEW STAIR LANDING NEW DOOR TO EXIT AT EXISTING ASPHALT GRADE; IF THRESHOLD IS LARGER THAN 1/2", POUR NEW ASHPHALT TO SLOPE NO MORE THAN 1/4" : V-0" V < WALL ASSEMBLY PER PLAN (E) CONCRETE TILT PANEL SHIM AS NEEDED SEALANT TO FORM CONTINUOUS PERIMETER ON EACH SIDE, TYPICAL FRAME PER SCHEDULE GROUT SOLID, TYPICAL 24 GA. GALVANIZED DRIP FLASHING AT DOOR. ATTACH WITH SCREWS AT 8" O.C. PAINT TO MATCH FRAME. DOOR PER SCHEDULE 1 DOOR FRAME HEADER AT TILT PANEL 1 3"=,,0" (E) CONCRETE TILT PANEL FRAME PER SCHEDULE, GROUT FULL, TYP. SILENCERS/ SEAL PER SCHEDULE DOOR PER SCHEDULE CONTINUOUS BACKER ROD AND SEALANT, EACH SIDE WALL ASSEMBLY PER PLAN DOOR FRAME JAMB AT TILT PANEL 6 FRAME, BEYOND DOOR PER SCHEDULE THERM. BROKEN ANODIZED ALUMINUM THRESHOLD. MAX. HEIGHT: 1/2" �— FINISH FLOOR ELEVATION ;1 DOOR THRESHOLD ACCESSIBILITY DOOR CLEARANCES: NOTES: DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32INCHES MINIMUM. REQUIRED CLEAR FLOOR SPACES ARE TO BE FLAT. 2 % SLOPE MAX. AWAY FROM DOOR OR CROSSING CLEAR FLOOR SPACE IN ANY DIRECTION FOR DRAINAGE. DOORS IN ALCOVES SHALL COMPLY WITH FORWARD APPROACHES. INDICATES APPROACH DIRECTION I I I - I 24" MIN. NOTE: *48" MIN IS CLOSER IS PROVIDED I I I n 12" MIN* NOTE: *IF BOTH CLOSER AND LATCH ARE PROVIDED DOOR NOTES: A. CONTRACTOR TO COORDINATE REQUIRED UNDERCUT OF EACH SCHEDULED DOOR WITH SILL OR THRESHOLD DETAIL, FIRE RATING, AND ROOM MAKE-UP AIR REQUIREMENTS. B. CONTRACTOR IS RESPONSIBLE FOR THE PROPER INSTALLATION AND OPERATION OF SCHEDULED DOORS AND HARDWARE COMPLIANT WITH REQUIREMENTS OF THE ADA, ANSI, AND BUILDING CODE REQUIREMENTS. C. COORDINATE INSTALLATION OF HARDWARE WITH THE DOOR HAND. REFER TO DRAWINGS FOR DOOR SWING AND RELATIONSHIP TO FRAME. D. PROVIDE MANEUVERING CLEARANCES AT DOORS AS REQUIRED FOR ACCESSIBILITY COMPLIANCE PER FEDERAL AND STATE REQUIREMENTS. E. GLAZING USED IN DOORS AND GLAZING LOCATED WITHIN A 24-INCH ARC OF THE NEAREST VERTICAL EDGE OF A DOOR AND UP TO 60 INCHES ABOVE FINISH FLOOR AND AREAS SUBJECT TO HUMAN IMPACT OR OTHER HAZARDOUS LOCATIONS SHALL HAVE APPROVED SAFETY GLAZING MATERIAL AS DEFINED BY THE 2015 IBC. F. 1/4 INCH IN 2 INCHES DOOR BEVEL, U.O.N. BY HARDWARE TEMPLATE REQUIREMENTS. G. HOLLOW METAL DOORS AND FRAMES SHALL BE SHOP PRIMED AND FIELD PAINTED, TYPICAL UNLESS OTHERWISE NOTED. H. WHERE EGRESS DOORS ARE USED IN PAIRS, APPROVED AUTOMATIC FLUSH BOLTS SHALL BE PERMITTED TO BE USED, PROVIDED THAT THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS HAS NO DOOR KNOB OR SURFACE -MOUNTED HARDWARE. 1. SIDELIGHT FRAMES AT HOLLOW METAL FRAMES: PROVIDE CLOSED TUBULAR MEMBERS WITH NO VISIBLE FACE SEAMS OR JOINTS, FABRICATED FROM SAME MATERIAL AS DOOR FRAME, FASTEN MEMBERS AT CROSSINGS AND TO JAMBS BY BUTT W ELDING. J. PROVIDE COUNTERSUNK, FLAT- OR OVAL -HEAD EXPOSED SCREWS AND BOLTS FOR EXPOSED FASTENERS, TYPICAL UNLESS OTHERWISE NOTED. K. GROUT GUARDS AT HOLLOW METAL FRAMES: WELD GUARDS TO FRAME AT BACK OF HARDWARE MORTISES IN FRAMES SHALL BE GROUTED. L. FLOOR ANCHORS AT HOLLOW METAL FRAMES: WELD ANCHORS TO BOTTOMS OF JAMBS WITH AT LEAST FOUR SPOT WELDS PER ANCHOR; HOWEVER, FOR SLIP-ON GYPSUM FRAMES, PROVIDE ANCHOR CLIPS OR COUNTERSUNK HOLES AT BOTTOMS OFJAMBS. M. JAMB ANCHORS AT HOLLOW METAL FRAMES: PROVIDE NUMBER AND SPACING OF ANCHORS AS FOLLOWS: 1. STUD -WALL TYPE: LOCATE ANCHORS NOT MORE THAN 18-INCHES FROM TOP AND BOTTOM OF FRAME. SPACE ANCHORS NOT MORE THAN 32-INCHES O.C. AND AS FOLLOWS: THREE ANCHORS PER JAMB UP TO 60-INCHES HIGH. FOUR ANCHORS PER JAMB FROM 60 TO 90-INCHES HIGH. FIVE ANCHORS PER JAMB FROM 90 TO 96-INCHES HIGH. FIVE ANCHORS PER JAMB PLUS ONE ADDITIONAL ANCHOR PER JAMB FOR EACH 24-INCHES OR FRACTION THEREOF ABOVE 96-INCHES HIGH. 2. POST INSTALLED EXPANSION TYPE: LOCATE ANCHORS NOT MORE THAN 6 INCHES FROM TOP AND BOTTOM OF FRAME. SPACE ANCHORS NOT MORE THAN 26INCHES ON CENTER. N. HEAD ANCHORS AT HOLLOW METAL FRAMES: PROVIDE TWO ANCHORS PER HEAD FOR FRAMES MORE THAN 42-INCHES WIDE. 0. PROVIDE DOOR SILENCERS WHERE LIGHT/ SOUND GASKETS OR WEATHER STRIPPING IS NOT OTHERWISE REQUIRED. DRILL STOPS TO RECEIVE DOOR SILENCERS AS FOLLOWS. KEEP HOLES CLEAR DURING CONSTRUCTION. 1. SINGLE -DOOR FRAMES: DRILL STOP IN STRIKE JAMB TO RECEIVE THREE DOOR SILENCERS. 2. DOUBLE -DOOR FRAMES: DRILL STOP IN HEAD JAMB TO RECEIVE TWO DOOR SILENCERS. P. SINGLE SOURCE ALL DOORS AND FRAMES. ALL FIRE DOOR AND FRAME ASSEMBLIES SHALL BE PERMANENTLY LABELED, Q. TOPS AND BOTTOMS OF ALL DOORS EXPOSED TO WEATHER SHALL BE PAINTED. R. PROVIDE COMPLETE WEATHER STRIPPING AT ALL EXTERIOR DOORS. S. EXTERIOR GLAZING SHALL BE THERMAL INSULATING. T. EXTERIOR PERSONNEL DOORS SHALL BE INSULATED. U. DOOR HARDWARE, FINISHES AND MANUFACTURER BY OWNER. V. WHERE DOOR CLOSERS ARE PROVIDED, THEY SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MINIMUM. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS. W. DOORS WHERE HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ARE PROVIDED SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR. WHERE LOCKS ARE BEING PROVIDED ONLY FOR SECURITY PURPOSES AND NOT USED FOR NORMAL OPERATION, THEY WILL BE PERMITTED AT ANY LOCATION. X. REFERTO'WINDOW SCHEDULE' AND'WINDOW TYPES' DRAWINGS FOR INFORMATION CONCERNING GLAZING NOT SHOWN ON'DOORTYPES AND FRAMES' DRAWING. Y. SECURITY -ACCESS CONTROLS FURNISHED BY CONTRACTOR; ACCESS CONTROLS TO BE VERIFIED BY OWNER. Z. HARDWARE IS OWNER -SELECTED; CONTRACTOR FURNISHED AND INSTALLED. AA. WHERE TWO OR MORE GLAZING DESIGNATIONS ARE GIVEN, REFERENCE THE BUILDING ELEVATIONS FOR LOCATIONS OF PARTICULAR GLAZING TYPES. BB. REFER TO DETAIL SHEETS FOR TYPICAL FLASHING CONFIGURATIONS. I I I t o _Z �S> 36" MIN. *IF BOTH CLOSER AND LATCH ARE PROVIDED 48" MIN IF BOTH CLOSER AND LATCH PROVIDED REVIEWED FOR CODE COMPLIANCE .APPROVED MAR 12 2020 City of Tukwila BUILDING DIVISION NOTE: *54" MIN IF CLOSER IS I I I 24' MIN. LL _! O LU T— � F O Y 00 0 � °) W Q _ = J 0 Q U 00 Uj I Uj a Uj W Z Uj LIJ U °0c) 00 =U 0 z U.' 0- 0. W O Q co_I Qa-U) I=— It 2 c Ca m U W o z O O cr OfmOvJm LL W U W W (�°_WUJ z H W z _ 2 mN0aa 0 N O 0 O m 0 0 N N 0 0 moa�a 7703 REGISTERE ARCHITECT ATT _W E SE STATE OF 4VASHINGTON PROJECT NO.: 19076 PROJECT MGR.: NO DRAWN BY: NO CHECKED BY: ML DOOR SCHEDULE & DETAILS RECESSED LANDING DETAIL 7 1/2" =1'-0" RECESSED LANDING SECTION 1 FEB 2120211 PERMIT CENTER ATU"I JACKSON I MAIN ARCHITECTURE P.S. 0 2019 41 n I I - - NAL - if ` "' °'`y''E /2 �w✓ � �.�e I it 1.®- (..BNftly4,daTatl Der 4 DETAIL 3 Ex 31LN ft- h I'll,p i� HALL JANITOR % P 002 I A•7 Q / SAw tuT 8YG 01 Fc 105• m ' 105 nr� p u, 6 �V 3/3i ' �' {R� v on®B. �pr.�w,iaq �nt,tnsn�5' f155 sa'Raattf k.; I � �%gXSKIL'W 7 �K1STiNr1j 0/E'3drA�y • DEt' ?A v1ov61.y 14,P,UE'D o�%8 �ro.Der pp 4 Z r � - r I;�- i`9n7EL CGLVH%/�^� DF3"f1• 9aoa?S 8Po%y l A!* r4P 401471 _.... 'PROJECT DATE STRUCYURAL ENGINEERING. , SH i DETAIL 2 d , P 4 Ash a a�. 7, !J fs` ea' • ., e d (E) CONC. OR WALL • d a • CORE DRILL °HEV II.- e•• " CORNERS a. . W/1,.9 TO Q AVOID OVER— } CUTTING o SAWCUT d NEW OPENING RE .. CITY G F SWENSON SAY FAGET FE A STRUCTURAL ENGINEERING CORPORATION z,z47hird Avenue-Sufte,00-Seattie,WA98w PER ph: ¢o6,443.6zu fax: 206-443.4870 �• , I Fh I RE-01-02 soma 13/4' = V-0" Tlxe I Typical Sawcut Opening in Existing Concrete Wall ecxas! One DETAIL 1 a: J o W Wo �rn W O W _ _LILF p -",) rn t- 4 U 00 uWi W � H Z W °00° � UU v< U- < Z =Q J W C- Q- O < fj J ry0 Q = Lo < 0.. U) I— U) U boo U1,cU N CUL, Z�L �Itx maa 0 . Z N .T CIO[ N N N � N 0 0 0 REVIEWED FOR CODE COMPLIANCE APPROVED PEAR 12 2020 City of Tukwila BUILDING DIVISION 121[d STRUCTURAL ��#ITTT DETAILS ^FI. FR JACKSON I MAIN ARCHITECTURE P.S. ® 2019 GENERAL NOTES SHEET INDEX A. UNLESS OTHERWISE NOTED, ALL MATERIAL CITED HEREIN SHALL CONFORM TO THE MOST RECENT BUILDING CODE. GENERAL G0.00 COVER SHEET B. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, THESE NOTES, AND ANY SITE CONDITIONS SHALL BE REPORTED IN A TIMELY MANNER AND IN WRITING TO THE G0.01 G0.02 GENERAL INFORMATION EGRESS PLAN ARCHITECT WHO SHALL CLARIFY ANY DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE SURVEY ASHLEY FURNITURE SHELL WORKD. CONTRACTOR'S RISK. C. CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS SHOWN ON DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE ARCHITECTURAL DRAWINGS REPRESENT THE DESIGN INTENT AND ARE NOT S1 S1.1 CIVIL C-1.0 SURVEY SURVEY CIVIL PLAN INTENDED TO INDICATE THE MEANS AND METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCING, AND SAFETY REQUIRED FOR THIS PROJECT. C-1.1 CIVIL DETAILS ARCHITECTURAL E. ALL FEATURES • • • • • • k -PLACE 'rsa'':`a.,s. fl„.', �,. Mua`?4x; =x".� ti1.".S.iitii?SHOPPING »'+eJ tx, sw`' ', 1k`',tt} ,'i .S`tfl,;.as3.5�Yi9z€,$:}"<"ehic,'�.:ic.+"„$' t-� � any:, s'-; i�u,�,; ,.�'s '�'�`;_°-;�,yy.1�.��, nYii�„.`z: ..." +kbrc,. x„ +._ ^. .n,;;,.w x^t s,CENTER S�'` ';,y,',_2�.,,,k, '. a�` �.�k5'ctr't REVIEW BY THE • •' • • • •PARK ,,h 'x. ..n 'i;,„, �, ax#'..` N1.,.:,k.,4xx. 4S ,, ': x t c xi.q V' . 'v#4=.q4 w.ri:1¢,,'tN@ z}' �. .-.'xr'%"..,>"mk {•n5.� a. �_ k!bJa ,t'. ..;�";b.,,ff«. -..£.u,..,$i,, 4i's. v®'p �"y �`x. 3��Al ' •� • ' • • � • •'SHALL BE ••' ,,. v�: x€>a.�", „b>;`- }}fij'��w,l.:, ,, i,'.Sx.M.P,S'�w.�. �.:<_:. -.. ,..;.. �;4;� .......^« ..: . ,'S{...Y .,„. .., ht:r. x.. „„ `x>H:a r.a✓.,.�w..»$�. ;: T�•,w„a, tS. �4;: k�,,. t1`,�.sS '`�Y*a.f � �, w,a;.0 APPLIED, PLACED, ERECTED OR ♦� IN STRICT ACCORDANCE WITH THE i €,n, gt*5iw h +?"Ys�• C'"kU�+.u'��xt �`��{ e`�}°�'f;•'�c`��S<-.: p,„�y."�' v�v - "d,.x,LLED • • •w,k'a3&'i.7:',t��1 h:Y^. ip.C.w�rw�'�w" 't4.,n?ko'w»'Jx{^;. , aw�'.h,'kt;+,1>n�w,9 W\u N&: „4'f yie'"+b�v'R'k� SS..�'aa:'`d�lluYa` a�'t.:• t,.;3i?. G. THESE •• • • • DESIGN 0.01 A------------------- DEMOLITION - FLOOR PLAN A2.01 FLOOR PLAN - LEVEL 01 NEW WORK A3.01 EXTERIOR ELEVATIONS A4.01 BUILDING SECTION A4.02 _ WALL SECTION A7.01 DOOR SCHEDULE & DETAILS 5, STRUCTURAL DESIGN ELEMENTS. THE NOTES ARE NOT MERE GUIDELINES, THEY ARE PART AND »es PARCEL OF THE DESIGN. ANY WORK THAT IS PERFORMED THAT IS NOT IN S-1 SAWCUT OPENING DETAIL MECHANICAL REGISTERE COMPLIANCE WITH THE NOTES IS NOT IN COMPLIANCE WITH THE DESIGN AND IS ARCHITEHITE CT SUBJECT TO REJECTION. ANY ALTERATION, MODIFICATION, DELETION, OR ADDITION TO THE NOTES BY WRITING, ACT OR FAILURE TO ACT, SHALL BE CARRIED OUT ONLY WITH THE PRIOR EXPRESS WRITTEN CONSENT AND APPROVAL OF THE ARCHITECT. A17 EW E SE STATE OF WASHINGTON 4 Pat 0 J W �-- � I W o U) m W o ry W <c I— Q 7—_ W ^1 LL ) 0) F — U C) Q 00 T— cWn W Z W W oc) v° �0 0 u— < � < �Z O<t w0—n a- Cn J �..� �Z � Cn Q Y REVIE'A,' :D FOR CODE COUiFLIANCE APPROVED OCT 182019 Al ofT ila BUILDIi�G DIVISION PROJECT NO.: 19076 PROJECT MGR.: ND DRAWN BY: ND, CF CHECKED BY: ML COVER SHEET ■ JACKSON I MAIN ARCHITECTURE P.S. ®2019 M0.1 INDEX, GENERAL NOTES, LEGEND M0.2 MECHANICAL SCHEDULES MD2.1 LEVEL 01 PLAN -HVAC DEMOLITION MD2.2 ROOF PLAN -HVAC DEMOLITION M2.1 LEVEL 01 PLAN -HVAC M2.2 ROOF PLAN - HVAC ARCHITECTURAL ABBREVIATIONS NOTE: ALL ABBREVIATIONS MAY NOT BE USED, ABBREVIATIONS MAY BE USED IN CONJUNCTION WITH EACH OTHER ABV ABOVE DTL DETAIL IFC INTERNATIONAL FIRE CODE PC PORTLAND CEMENT or PRECAST CONCRETE STOR STORAGE A/C AIR CONDITIONING DW DISHWASHER IMC INTERNATIONAL MECHANICAL CODE PED PEDESTRIAN STRUC STRUCTURE ADA AMERICANS WITH DISABILITIES ACT DWG(S) DRAWING(S) IPC INTERNATIONAL PLUMBING CODE PEN PENETRATION SUB SUBSTITUTION ADDL ADDITIONAL IN INCH PERF PERFORATE(D) SUPP SUPPLEMENT orSUPPLY(ER) ADJ ADJUST(ABLE) (E) EXISTING INCL INCLUDE(D) or (ING) PERIM PERIMETER SURF SURFACE AFF ABOVE FINISHED FLOOR E EAST INSUL INSULATE(D) or INSULATION PKG PARKING or PACKAGE SUSP SUSPENDED) AGG AGGREGATE EA EACH INT INTERIOR or INTERSECTION PL PROPERTY LINE or PLATE SWK SIDEWALK AHJ AUTHORITIES(ITY) HAVING JURISDICTION EJ EXPANSION JOINT PLAM PLASTIC LAMINATE SYM SYMBOL or SYMMETRICAL AIA AMERICAN INSTITUTE OF ARCHITECTS ELEC ELECTRIC(AL) JAN JANITOR PLWD PLYWOOD ALT ALTERNATE OR ALTERNATIVE ELEV ELEVATOR JC JANITOR'S CLOSET POO POINT OF CONNECTION T TREAD ALUM ALUMINUM EMER EMERGENCY JCT JUNCTION PR PAIR T&B TOP & BOTTOM ANOD ANODIZED ENCL ENCLOSURE JST JOIST PRE -FIN PRE -FINISH T&G TOP & GROOVE ANSI AMERICAN NATIONAL STANDARDS FOR ENGINEER OF RECORD JT JOINT PRCST PRECAST TEMP TEMPORARY or TEMPERATURE INSTITUTE EPX EPDXY (PAINT) PROP PROPERTY THK THICKNESS) AOR ARCHITECT OF RECORD EQ EQUAL KD KNOCK DOWN PT PRESSURE TREATED TO TOP OF AP ACCESS PANEL EQP EQUIPMENT KP KICKPLATE PUD PLANNED URBAN DEVELOPMENT or TOG TOP OF CURB ASSOC ASSOCIATION(S) ETC ET CETERA KO KNOCK OUT PLANNED UNIT DEVELOPMENT TRANS TRANSFORMER ASTM AMERICAN SOCIETY FOR TESTING AND EXT EXTERIOR TYP TYPICAL MATERIALS LAM LAMINATE(D) QA QUALITY ASSURANCE (F) FUTURE LAV LAVATORY QC QUALITY CONTROL UFC UNIFORM FIRE CODE BD BOARD FC FIBER CEMENT LOC LIMITS OF CONSTRUCTION QTY QUANTITY UL UNDERWRITERS LABORATORIES BLDG BUILDING FE FIRE EXTINGUISHER & BRACKET UNF UNFINISHED ELK BLOCK FEC FIRE EXTINGUISHER CABINET MAINT MAINTENANCE R RISER UNTR UNTREATED BLKG BLOCKING FF FINISHED FLOOR MANF MANUFACTURE(R) or (D) RCP REFLECTED CEILING PLAN UON UNLESS OTHERWISE NOTED BM BEAM or BENCH MARK FFE FINISHED FLOOR ELEVATION MATL MATERIAL RD ROOF DRAIN LOS UNDERSIDE OF STRUCTURE BMU BRICK MASONRY UNIT FIN FINISH(ED) MAX MAXIMUM RECT RECTANGULAR UPS UNINTERRUPTED POWER SUPPLY BO BOTTOM OF FLR FLOOR(ING) MDF MEDIUM DENSITY FIBERBOARD REF REFERENCE or REFER TO USPS UNITED STATES POSTAL SERVICE BP BUILDING PAPER FND FOUNDATION) MECH MECHANIC(AL) REFR REFRIGERATOR UTIL UTILITIES BTB BACK TO BACK FO FACE OF MEMB MEMBANE REINF REINFORCE(D) or (ING) UV UNIT VENTILATOR or ULTRA VIOLET BTWN BETWEEN FOG FACE OF CONCRETE MEP MECHANICAL, ELECTRICAL, & PLUMBING RELOC RELOCATE(D) or (TION) BW BACK OF WALK or BOTTOM WIDTH FOF FACE OF FINISH MIN MINIMUM or MINUTE REM REMOVAL or REMARK V VOLTS BUR BUILT UP ROOF FOM FACE OF MASONRY MISC MISCELLANEOUS REPL REPLACE VAR VARIES FOS FACE OF STUD or FACE OF STEEL MR MOISTURE RESISTANT READ REQUIRED VB VAPOR BARRIER CAB CABINET FOW FACE OF WALL MTD MOUNTED RES RESIDENCE or (TIAL) VD VOLUME DAMPER CB CATCH BASIN FIRM FRAME (D) MTL METAL RET RETENTION or RETURN VE VALUE ENGINEERING CG CORNER GUARD FT FOOT or FEET MULL MULLION RETW RETAILING WALL VECP VALUE ENGINEERING CHANGE PROPOSAL CJ CONTROL JOINT FURN FURNISH REV REVISE(D) or (ION) VERP VERTICAL PANEL CL CENTER LINE or CHAIN LINK FURR FURRING (N) NEW RM ROOM VERT VERTICAL CLG CEILING N NORTH RND ROUND VG VERTICAL GRAIN or VARIABLE GRADE CLO CLOSET GA GAUGE or GYPSUM ASSOCIATION N/A NOT APPLICABLE or NOT AVAILABLE RO ROUGH OPENING VIF VERIFY IN FIELD CLR CLEARANCE GALV GALVANIZED NIC NOT IN CONTRACT ROW RIGHT OF WAY VOL VOLUME CMU CONCRETE MASONRY UNIT GAR GARAGE NOM NOMINAL RP REFERENCE POINT VW VARIABLE WIDTH CO CLEAN OUT GB GRAB BAR NTP NOTICE TO PROCEED RSF RESURFACE COL COLUMN GO GRID LINE NTS NOT TO SCALE RSVR RESERVOIR W WEST or WIDTH or WIDE GONG CONCRETE GR GRADE W/ WITH COND CONDITIONAL) GYP GYPSUM 0C ON CENTER S SOUTH WC WATER CLOSET CONT CONTINUE(UOUS) GYP BD GYPSUM BOARD OD OUTSIDE DIAMETER or OUTSIDE DIMENSION SAM SELF ADHERING MEMBRANE WCO WALL CLEANOUT CSMT CASEMENT GYP CEM GYPSUM CEMENT OFCI OWNER FURNISHED, CONTRACTOR SAN SANITARY WD WOOD CSWK CASEWORK GYP SH GYPSUM SHEATHING INSTALLED SC SOLID CORE WF WIDE FLANGE CTR CENTER OFOI OWNER FURNISHED, OWNER INSTALLED SCHED SCHEDULE WG WIRE GLASS CW COLD WATER HB HOSE BIB OL OCCUPANT LOAD SECT SECTION WH WATER HEATER HDRL HANDRAIL OLF OCCUPANT LOAD FACTOR SF SQUARE FEET (FOOT) W/O WITHOUT DBL DOUBLE HOW HARDWARE OPP OPPOSITE SIM SIMILAR WOM WALK OFF MAT DEMO DEMOLISHED) or DEMOLITION HM HOLLOW METAL OPT OPTION(AL) SMACNA SHEET METAL & AIR CONDITIONING WP WATERPROOF(ING) DEPT DEPARTMENT HR HOUR ORIG OROGIN(AL) CONTRACTOR'S NATIONAL ASSOCIATION WPM WATERPROOFING MEMBRANE DIA DIAMETER HT HEIGHT OTS OPEN TO STRUCTURE SP STANDPIPE WRB WEATHER RESISTANT BARRIER DIM DIMENSION HVAC HEATING, VENTILATING, AIR CONDITIONING OVHD OVERHEAD SPEC SPECIFICATION(S) WS WATERSTOP or WAINSCOT DISP DISPENSER or DISPOSAL SQ SQUARE WT WEIGHT ON DOWN IBC INTERNATIONAL BUILDING CODE P PAINT(ED) SS STAINLESS STEEL WWF WELDED WIRE FABRIC DR DOOR ICC INTERNATIONAL CODE COUNCIL PANL PANEL STC SOUND TRANSMISSION CLASSIFICATION DS DOWNSPOUT STD STANDARD YD YARD(S) TYPICAL HATCHES TYPICAL SYMBOLS ALUMINUM LUMBER, FINISHED NUMBER SEE CONCRETE CONCRETE MASONRY (CMU)LY SHEETFASSEMBOR VIEW --= —1 EARTH � MASONRY, BRICK / VENEER 1 DETAIL INFORMATIONMORE FLOOR/ROOF TAG A1.01 REFERENCE INSULATION, BATT PLYWOOD SHEET SEE WALL REFERENCE ASSEMBLY INSULATION, RIGID SAND - -- GRID LINES Sit SHEET FOR 1A 1 MORE WALL TAG �_- GLASS STEEL LETTER INFORMATION GRAVEL WOOD BLOCKING NORTH ARROW GYPSUM WALL BOARD WOOD MEMBER FIRE dk VIEW F EXT E INGUISHER ----- --- 1 ___ 1 OVERALL -KA101T A1.01 BUILDING ELEVATION SECTION d101 SHEET 0 100'-" �- DATUM DATUM TAG EXIT LIGHTING %T PARAPET '400. NAME EGRESS ARROW VIEW 03 AND OCCUPANT PARTIAL LOAD EXITING A1.01 BUILDING ELEVATION SHEET SECTION _100'-0" DATUM SPOT LOCATIO� ELEVATION -� -� EGRESS DIRECTION LOCATION TAG (IN PLAN) PATH OF TRAVEL ^-1�\�� VIEW STUDIO 1 WALL SECTION RM # : ________ 101 ROOM TAG ! A1.01 ROOM ORE R-2 OCCUPANT LOAD SHEET NAME ORFA 1.2 0 CALCULATOR Room name QL 3 ROOM ROOM TAG VIEW PC-150 SF NUMBER SLOPE INDICATOR 12 —1 1/2 1 �— AREA INTERIOR SLOPE 4 A1.01 2 ELEVATION - SLOPE ARROW SHEET REFERENCE 1/2:12 3 CENTER LINE BREAK LINE 1�VIEW EXTERIOR ELEVATION A1 011 REFERENCE ^ � REVISION SHEET 101 TYPE DOORTAG / ' \ NUMBER REVISION TAG - CLOUD .--- ^ VIEW FENESTRATION TAG REVISION CLOUD NUMBER W#: WINDOW t RELIJ A1.01 CALL OUT AND LETTER S#: STOREFRONT �1j•+-- DELTA RECEIVED 1 - SHEET C#: CURTAIN WALL CITY O 1 UKWILA ` J csI Nu 5EP 3 0 2019 01.00 KEYN E Ec=:FlilT CEM T ER 7793 REGISTERS ARCHITECT ATT W E SE STATE OF WASHINGTON n _! O W J Tr \01 - 0) o ry <C 1— Q i = J = 0— ) O F— U Q � cWn 1 � � W D Z W H 00 V Z T J I j 0- f1 O <C U) J rry0 oY LO //�� 'r OEM Is -Ill KtVIE'WED FOR CODE COMPLIANCE APPROVED OCT 18 2019 City of Tukwila BUILDING DIVISION PROJECT NO.: 19076 PROJECT MGR.: DR DRAWN BY: ND, CF CHECKED BY: ML GENERAL INFORMATION 0 s JACKSON I MAIN ARCHITECTURE P.S. 02019 zi Ui uall JI I i ! I I I I A I I I li I � I I 32'-3" (I 137'-1" I FE�� (• I I I i 4 I i I I I I I I C P GLQ G(I �142' - 7"- I I -I I � M I ® N I , 40, -10„ 1 I I I E_ I I I { 60'-3" I ® _ I � I I J 1411- EXTSEPARATfO 230 0314" I F BUILDI ri r DISEXIT I CHARGE L-1 NG DIAGONgI_ 97, 6,, I i -- EXISTING ACCESSIBLE PARKING TO REMAIN, TYP. FOR ALL PROJECTNORTH EGRESS PLAN 1 1/16" =1'-0" I I Cn7 y �JI I I I EXIT; DISCH';GE � EXIT 3I {CHARGE ^ I I LIFE SAFETY CALCS OCCUPANCY BY AREA: SPACE SF/OCC AREA OCC ASHLEY FURNITURE (M) 60 37,141 SF 620 EXIT WIDTH: - REQUIRED DOOR EXIT WIDTH 612 X. 15" = 93" PROVIDED DOOR EXIT WIDTH 314" INDIVIDUAL EXIT WIDTHS: EXIT 1 REQUIRED: 309 X 0.15 = 46.35" PROVIDED: 92" EXIT 2 REQUIRED: 206 X 0.15 = 30.9" PROVIDED: 34" EXIT 3: REQUIRED: 309 X 0.15 = 30.9" PROVIDED: 34" EXITS: - 3 REQUIRED; 3 PROVIDED FIRE SPRINKLER DRAWINGS TO BE SUBMITTED SEPARATELY BY SPRINKLER CONTRACTOR TO THE FIRE MARSHAL CODE NOTES: 1. PER PREVAILING BUILDING CODE WHERE TWO EXITS EXIT ACCESS DOORWAYS EXIT ACCESS STAIRWAYS OR RAMPS, OR ANY COMBINATION THEREOF, ARE REQUIRED FOR ANY PORTION OF THE EXIT ACCESS, THEY SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-THIRD OF THE LENGTH OF THE OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED. ASHLEY FURNITURE DIAGONAL: 292' - 4 1/2" MIN REQ SEPARATION: 292' - 41/2' / 3 = 97' - 5" PROVIDED SEPARATION: 239' - 01/2" 2. PER PREVAILING BUILDING CODE, EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED 250 FT. EXIT PATH A: 216- 3" EXIT PATH B: 188, - 10' EXIT PATH C: 239' - 6" EXIT PATH D: 149' - 9" EXIT PATH E: 104' - 2" EGRESS NOTES A. CONFIGURE FIRE DETECTION, INTERNAL ALARM AND CENTRAL REPORTING SYSTEMS IN ACCORDANCE WITH THE NATIONAL FIRE PROTECTION ASSOCIATION AND IN COMPLIANCE WITH THE GOVERNING EDITIONS OF ADA, ANSI AND THE BUILDING CODE. THE EQUIPMENT FURNISHED SHALL BE COMPATIBLE AND BE UL LISTED, FM APPROVED OR LISTED BY NATIONALLY RECOGNIZED TESTING LABORATORY IN ACCORDANCE WITH THE APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS. B. PROVIDE EMERGENCY EXIT / EGRESS ILLUMINATION AND SIGNAGE WHERE REQUIRED BY PREVAILING LOCAL JURISDICTION, BUILDING CODE, NFDA, OR NFPA (CURRENT EDITION). C. BUILDING IS FULLY SPRINKLED PER SECTION 903.3 NFPA13. D. PROVIDE EGRESS ILLUMINATION PER JURISDICTION CODE. EGRESS ILLUMINATION TO BE ON BACKUP POWER AT ALL AREAS WHERE TWO EXITS ARE REQUIRED, GENERAL POWER SUPPLY FOR THE MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED BY THE PREMISES' ELECTRICAL SUPPLY. THE LIGHTING LEVEL SHALL NOT BE LESS THAN 1 FOOT CANDLE AT THE WALKING SURFACE LEVEL REQUIRED IN, BUT NOT LIMITED TO,LANDINGS AT EXTERIOR EXIT DOORS. E. PROVIDE TACTILE EXIT SIGNAGE AT EACH EXIT DOOR TO AN EGRESS STAIRWAY, EXIT PASSAGEWAY, AND EXIT DISCHARGE AS REQUIRED BY CODE. F- COORDINATE ALL ELECTRICAL WORK, INCLUDING EXIT SIGNS AND EMERGENCY LIGHTING WITH ELECTRICAL ENGINEER. FIRE AND LIFE SAFETY NOTES A. CONFIGURE FIRE DETECTION, INTERNAL ALARM AND CENTRAL REPORTING SYSTEMS IN ACCORDANCE WITH THE NATIONAL FIRE PROTECTION ASSOCIATION AND IN COMPLIANCE WITH THE GOVERNING EDITIONS OF ADA, ANSI AND THE BUILDING CODE. THE EQUIPMENT FURNISHED SHALL BE COMPATIBLE AND BE UL LISTED, FM APPROVED OR LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY IN ACCORDANCE WITH THE APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS. B. ALL INSULATION INDICATED ON PLANS SHALL COMPLY WITH OR EXCEED THE REQUIREMENTS OF THE MOST RESTRICTIVE PREVAILING BUILDING CODE (GOVERNING EDITION) FOR SMOKE DENSITY AND FLAME SPREAD. C. PROVIDE EMERGENCY EXIT / EGRESS ILLUMINATION AND SIGNAGE WHERE REQUIRED BY PREVAILING LOCAL JURISDICTION, BUILDING CODE, NFDA, OR NFPA (CURRENT EDITION). D. REFER TO FLOOR PLANS FOR SPECIFIC DIMENSIONS AND CLEARANCES. E. BUILDING IS FULLY SPRINKLED PER SECTION 903.3 NFPA13. F. PROVIDE EGRESS ILLUMINATION PER JURISDICTION CODE. EGRESS ILLUMINATION TO BE ON BACKUP POWER AT ALL AREAS WHERE TWO EXITS ARE REQUIRED. GENERAL POWER SUPPLY FOR THE MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED BY THE PREMISES' ELECTRICAL SUPPLY. THE LIGHTING LEVEL SHALL NOT BE LESS THAN 1 FOOT CANDLE AT THE WALKING SURFACE LEVEL REQUIRED IN, BUT NOT LIMITED TO, LANDINGS AT EXTERIOR EXIT DOORS. G. PROVIDE TACTILE EXIT SIGNAGE AT EACH EXIT DOOR TO AN EGRESS STAIRWAY, EXIT PASSAGEWAY, AND EXIT DISCHARGE AS REQUIRED BY CODE. H. COORDINATE ALL ELECTRICAL WORK, INCLUDING EXIT SIGNS AND EMERGENCY LIGHTING WITH ELECTRICAL ENGINEER. 1. STANDPIPES ARE REQUIRED IN EACH INTERIOR STAIRWELL AT BUILDING. STANDPIPE CONNECTIONS ARE REQUIRED AT EACH INTERMEDIATE STAIR LANDING UNLESS OTHERWISE APPROVED BY THE AUTHORITIES HAVING JURISDICTION. J. THE COMPLETED BUILDING WILL NEED TO BE TESTED AND COMPLY WITH THE DISTRIBUTED ANTENNA SYSTEMS (DAS). THE CABLING FOR THIS SYSTEM WILL NEED TO COMPLY WITH THE RATINGS FROM THE LOCAL FIRE DEPARTMENT. EGRESS LEGEND ---------P-------DIRECTION OF EGRESS RE- C E 1 VEH D CiTV O� T I K!dV:=;�% SEP 3 0 2019 KEYPLAN: PERMIT CENTER ,,m1�,7� \Xe 7793 REGISTERE ARCHITECT ATT W EIS STATE OF WASHINCTCN � LLI N E— LU O Q- 3. O - 0) W Q Q 1 = = J Q C)( 00 Wn 1 � W D a W Z W Co co =UU�R 00' Q LL Q V z = F- J W a' 0- O Q JY0- -r u) Q L0^ YI n REVIEWED FOR CODE COMPLIANCE APPROVED OCT 18 2019 City of Tukwila BUILDING DIVISION PROJECT NO.: 19076 PROJECT MGR.: NO DRAWN BY: CF, NO CHECKED BY: ML EGRESS PLAN o ■UZ aCKSON I MAIN ARCHITECTURE P.S. ® 2019 I WA �N•'.k�Wu�wu^WcaFAT 1 L+ 5J.41.52�415 40 ORE 5123>L�43355' �I 8 '&W CORNER BE 1/4 S.W. 1/4 SECTION 26 OSTATE DRAINAGE EASEMENT 7 AM 623536 SLOPE EASEMENT AM 624070E®� ,�2/2 19 •8^r� // ,REAc. y/222 / 4, /oe`�o / 29 ntLCAMD ELEGMIGAL EASEMENT REC. N0. 96032Ji218 -444 1 I I -� \ \ \ \�I I I I I i l l l l l Fl i l l ®l Lam----✓-fift/( ✓l)I/�+iLGAJL - / �IiI /'�VI,�J-x7 -__I,II 37 NSOIT BULDEEM AT ARIA (EGNo. �5o>21-5 SLOPE EASEMENT -I+��+ - sza05N�_I i/ _-I-NI. 2GMor. _III. SJ:S?k (III 1.. L-I-- I I J wa T II I L IJ-a R I-I-iSo I -{-I / SLOPE EASEMENT"'�r / AFN 6z40704 SW 1/4, SEC. 26, TWP. 23N, RGE. 04 E, W.M. SEWER LINE EASEMENT RELOCATED EC. O BY RNO, 9504051 BE EASEMENT Y REP. NNO. NGG3 90264LO ATED 79 TITLE REPORT REFERENCE TITLE SURVEY WAS CONDUCTED ACCORDING TO THE DESCRIPTION SHOWN, FURNISHED BY // / l CHiCAGO TT LE COMPANY OF WAE"N,I COMM(TFAENT NO. 0102963-06, DATED DULY 6M 2017. THE EASEMENTS SHOE! OR NO. HEREON RELATE TO THIS COMMITMENT. CREATED OR RESCINDED AFTER THIS DATE ARE NOT SHOWN OR NOTED to S AR /$ ER EASEMENL/ /// gVN/5680}d4 / f \/%i'i/// l,�r.��.�/I 1 E S M N - - I R CI N .19503 > 218 I I- J r �I NOTE: EASEMENTS HEREON. REPORT CHEDOLE B EXCEPTIONS: TITLE5 , / // // 1/ 1) /1 F }{" IS, STA DR I CI EA5 ENT \ - \ \ - _ _ - - _ 1 ITEMS CIRCLED ARE SHOWN ON MAP. A R TH PURPOSES SHOWN BELOW AND RIGHTS INCIDENTAL THERETO. S 1. EASEMENT 5 FO E O GRANTED IN A DOCUMENT: / AM 6240J06 // - / / 2 0 / / 15 STATE DRAINA � LyL ' /GN G�IE TI - - - - - FK 6 40J0 � GRANTED T0: STATE OF SHINGTON SYSTEM PURPOSE: DRAINAGE SYSTEM RECORDING GATE: SEPTEMBER 13, 1967 R RING NO.: 6233536 Eco o / WA1'ERUNE y / 21 I � 24b44 \ 3 � AFFECTS: SOUME RLY PORTION OF SAID PREMISES A H INCIDENTAL THERETO AS 2O. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS C DE ASIN A DOCUMENT: SUP / � ( ERCE - 80 `I- E 1' i1Y1T ( I J - I� =1"` �Y � � - - - '/�^_ J �" J£� E _ IN i _ .. \\ ~ LINE E 19 } 19 GRAND T0: STATE OF WASHNCTON RED 1 2190353 PURPOSE: DRAINAGE SYSTEM RECORDING OATS: SEPTEMBER 27, 1967 26 I O. q I I \ )\ \ _ ATfll� STORM - ER_ 30 EM N RE E_ C. / Nf STORMAs -BASEMEN NO. 9so - -I /- /INGRESS D -- -� / EGRESS EA SEM€ REC. N0.9 E 1 --t -1 JsE SANITARY _ y��ASEMENT N0: _8912290859- 33 E 32 1 NO DULL ) EASEME T REC. I T N0. 9 SJ 0 2T02 82 25 1 7 O 95E72t0283 20' ELECTRIC SYSTEM EASEMENT NO. 8411290970 I \ NO sso itoiez s &PQ p of gSNs it IL- O32 £N l SANITARY SEWER EASEMENT NO. ]>03220BI9 RW T0.28...'� c Q 4z �'T37953g2e. r 25 76 10' SANITARY SEWER EASEMENT N0. ]9112004J2 INGRESS AND EGRESS EASEMENT REC. N.950J210283 '- { { (PARCEL D) 8 28 } { 10' SANITARY SEWER }`1 { % EASEMENT NO 6006250223 RELOUAM LI REC NO. 8912290859 EASEMENT RED. NO, 601405,128'. t EASEMENT N0. ARY SEWER J9 12.472 i6 ---10' WA R TE LINE EASEM ENT REC. N0. BOOS 250222 REC. No . e 77 91229 2 oss9 WATERLINE EASEMENT NO. 9612190353 '1"NO BUILD EASEME RECORDING NO.: 5240703 AFFECTS: SOUTHERLY PORTION OF SAID PREMISES N81911�7 W EASEMENT I 1 _ _ _ "' r I m\I\\ 4 ` .� I\I\ --I_�_yaVi[ta283 I - •"`' - i } 10 WATERLINE EAS�MENi-""�)- '�'}-_- pP 90p29N8 10p5V',1 10' STORM DRAIN %'"j'I l 32 RECHT . NO. 95D7210282 OJ. EASEWNT(S) FOR THE PURPOSES) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS RECII'DEL8912908EGRESS 59 I--'- _ r r _ .111-AL EASE I w \ I..,. _ _.( NO. 89T22908$9 - _ - _�. i_ 73 OEASEMENT NO. 77032208191 1 15' UTILITY MINKLER BLVD. IS RovE GRANTED IN A DOCUMENT: I) i.'., ti26089 N0. '1 96032 216 - I I I a a a i -ItA'.WATERLINE{ ASIMEA'T ND.�]03220818 MFHT""-�NORIH nF PROPERTYTH CORNER GRANTED TO. STATE OF WASHINGTON PURPOSE: SLOPEST AND E SS \ y I I I :\ .L (ITEM EASE IS I I `I I 950J2t0283 EC. N rJ `\� ( (/� _ E EASEMEN �,,,.� } ; �_T(MINKLER �' IiEPSEMEµT BLVD, HEADS SOUMCENTER PARKWAY,) RECORDING DATE: SEPTEMBER 2J, 1967 RECORDING NO.: 6240704 I -- / �oo\I\� I 15' STATE DRAT E SEMENT ( ( " k mg1\I\ W 1EkU - 10 51219 _ 6 - AFiECTS: SOUTHERLY PORTION OF SAID PREMISES I �. �I AFN 6240703 I : 1 2 E1vT1 ._ 4O. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: I :/YY\/ - I 241+00 IS INGRESS, EGRE\I I �/ Off\ EASEMENT, - ' ` �E! apEI��E�A�E� "'� 0 Ig0, ., GRANTED TO: STATE OF WASHINGTON 75 50 COMMON DRIVEWAY EASEMENT I I AFN 77 0 0685,E I /� (--1 ` PURPOSE: SLOPES RECORDING DATE SEPTEMBER 27, 1967 REC. N- ------0>52 I 5' STATE DRAINA ASE I �I I� l FN 6233536 I I 9 �- RECORDING NO.: 6240705 AFFECTS: SOUTHERLY PORTION OF SAID PREMISES )4 50 COMM O ON DRIVEWAY EASEMEN REC. N0. >B05I201>0 i I ( D I I ERpE100A)[[d E E TIG AL/ _ 1 5' INGRE EGRESS I 1 1196s M T hE '¢ 0 `' OYIEB 70 VINO 81112909 SO. EASEMENTS) FOR ME PURPOSE S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS _ & U II M AFN J>01050686 } } l L>EASEME 15• UNONjGR GRANTED IN A DOCUMENT: GRANTED T0: STATE OF WASHINGTON 23 COMMON I I" 1 PURPOSE: DRAINAGE SYSTEM DRIVEWAY EASEMENT REC. NO. 8310240681 I _ I ®f0' SEER EASEMENT -- RECORDING DATE: SEPTEMBER 27. 1967 666D14a 11 RECORDING NO.: 6240706 AFFECTS: SOUTHERLY BOSTON OF SAID PREMISES I J-1I,., ,".--` Tp1CPL EASEMEN ' 6�. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS I I_...-„ -' S5 46 1p• E8�11260690 NO GRANTED IN A DOCUMENT. I '.il GRANTED t0: CITY OF WKWLA PURPOSE: UTUTIES 15 6 EASEMENT RECORDING DATE: MAY 6, 1968 - " '- RECORDING NO.: 66 6343878 6343880 6343881 AND 6343882 _ �-- i'-•- WEE AFFECTS: WESTERLY 15 FEET OF EASTERLY 21 FEET MEASURED AT RIGHT ANGLES TO SOUTHCENTER PARKWAY OEASEMENT($) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS GRANTED IN A DOCUMENT: ' Z PURPOSE: SANITARY SEER ///''' POINT OF BEGINNING RECORDING DATE: AUGUST 7, 1970 / N.E. CDR. N.E. i, RECORDING NO.: 6686143 // N.W. 1/4 SECTIO/4N JS AFFECTS: A STRIP OF LAND 10 FEET IN WOW ACROSS A PORTION OF SAID PREMISES 18. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS 27. EASEMENT(S) FOR ME PURPOSE($) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS SAID EASEMENT HAS BEEN MODIFIED BY EASEMENT REMEATON AGREEMENT RECORDED GRANTED IN A DOCUMENT: GRANTED IN A DOCUMENT: UNDER RECORDING NUMBER 9604051285, PURPOSE: SANITARY SEER RESERVED BY: PACIFIC NORTHWEST GROUP A BO. EMEMENT(S) FOR THE PURPOSES) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO. AS RECORDING DAIS: JUNE 25. 198D PURPOSE: WATER UNE GRANTED IN A DOCUMENT: RECORDING NO.: 8DO6250223 RECORDING DAIS: DECEMBER 29. 1989 PURPOSE: SANITARY SEER AFFECTS: A STRIP OF LAND 10 FEET IN WDM ACROSS RECORDINNO.: 8912290859 G AFFECTS: A STRIP LAND 10 FEET IN DRI ACROSS SAID PREMISES RECORDING GATE: AUGUST J. 1970 19. EASEMENT 5 O GRANTED IN)AF DOCUMENT:RPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS N 28. EASEMENTN FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS E( RECORDING NO.: ASTRI4 AFFECTS: A STRIP BE LAND 10 FEET IN WIDTH ACROSS A PORTION OF SAID GRANTED IN A DOCUMENT: PREMISES 9O. EASEMENT(S) FOR THE PURPOSES) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO. AS GRANTED tr Y OF MK T CITY PURPOSE: WATER HE REC ORDING DATE: AUGUST 7, 1980 RESERVED 8Y: PACIFIC NORTHWEST GROUP A PURPOSE E SANITARY SEWER LINE GRANTED IN A DOCUMENT: RECO RDNG NO.: 8000070421 RECORDING DATE: DECEMBER 29. 1989 R R. I RSON AND MARION E. IVERSON RESERVED BY: HA OID VE AFFECTS, PORTION OF SAID PREMISES FE 5. RECORDING NO.: A STRIP AFFECTS: A STRIP OF LAND 10 FEET IN WDM ACROSS SAID PREMISES OF INGRESS EGRESS AND UTILITIES PURPOSE: SAID EASEMENT REPLACES AND SUPERSEDES EASEMENT RECORDED UNDER RECORDING 29 EASEMENT($) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS RECORDING DALE: JANUARY 5, 1977 RECORDING NO.: 770105068E NUMBER 7905f00859. GRANTED IN A DOCUMENT: AFFECTS: SOUTHERLY 15 FEET OF THAT PORTION OF SAID PREMISES LYING SAID EASEMENT HAS BEEN MODIFIED BY EASEMENT RELOCATION AGREEMENT RECORDED GRANTEE TO: PUGET SOUND PEER & UCHT COMPANY WITHIN SECTION 26 UNDER RECORDING NUMBER 9603190264. PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM 10. EASEMENTFOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO. AS 20. EASEMENT($) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO. AS RECORDING DATE: MARCH 27, 1996 GRANTED IN A DOCUMENT: IN GRANTED IN A DOCUMENT: RECORDING NO.: 9603271218 RESERVED BY: HAROM R. VISION AND MARION E. DERSON O: PUGET SOUND POWER & LIGHT COMPANY GRANTED T AFFECTS: A PORTION OF SAID PREMISES PURPOSE: INGRESS, EGRESS AND UTILITIES PURPOSE M TRANSMISSION AND/OR DISTRIBUTION SYSTEM M NT FOR M PURPOSES SHOWN BELOW AND RIGHTS INCIDENTAL (HERETO AS 30. EASE E 0 E PURPOSE(S) RECORDING DATE: JANUARY 5, 1977 E RECORDING PALE: NOVEMBER 26, 1960 NOV N GRANTED IN A DOCUMENT: RECORDING NO.: 77CID50686 14 FEET OF THAT PORTON OF SAID PREMISES RECORDING NO.: BOH260890 GRANTED TO: CITY A MUNICIPAL CORPORATION TLINE AFFECTS: NORTHERLY -MG THIN SECTION 35 WITHIN: AFFECTS: A STRIP OF LAND 10 FEET IN WIDTH ACROSS SAID PREMISES A, M PURPOSEA WATER LINE AND WATER METER 11. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS CONTAINS COVENANT PROHIBITING STRUCTURES OVER SAID EASEMENT OR OTHER ACTIVITIES RECORDING DATE: DECEMBER 19, 1925 GRANTED IN A DOCUMENT: WHICH MIGHT ENDANGER THE UNDERGROUND SYSTEM. RECORDING NO.: 961219/3353 AFFEGS: A 10 FOOT STRIP OF LAND RUNNING OVER AND ACROSS SAID GRANTED TO: CITY OF TUKWILA SAID EASEMENT HAS BEEN MODIFIED BY PARTIAL RELEASE OF EASEMENT RECORDED UNDER PREMISES PURPOSE: STORM SEER RECORDING DATE: MARCH 22, 19J] RECORDING NUMBER 9603271216. Ji COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR RESTRICTONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RECORDING NO.: JJ0322081J 21. EASEMENT($) FOR THE PURPOSES SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS () GRANTED IN A DOCUMENT: RELIGION, SEX, SEXUAL ORIENTATION. FAMIUAL STATUS, MARITAL STATUS. DISABILITY. AFFECTS: A STRIP OF LAND 20 FEET IN WIDTH ACROSS SAID PREMISES HANDICAP, NATIONAL ORIGIN, ANCESTRY, SOURCE OF INCOME. GENDER. GENDER IDENTITY, GENDER EXPRESSION, MEDICAL CONDITION OR GENETIC INFORMATION, AS SET FORM IN SAID EASEMENT 15 ALSO DEUNEATED ON HE FACE OF ME CITY OF TUK.1A BOUNDARY GRANTED TO: CITY OF TUKWILA PURPOSE: WATER LINE APPUCABLE STATE OR FEDERAL LAWS, EXCEPT TO ME EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORM IN ME DOCUMENT LINE ADJUSTMENT No. 89-10-BIA. RECORDED UNDER RECORDING NUMBER 8912270422, RECORDING DATE: DECEMBER 11. 1980 SAID EASEMENT HAS BEEN MODIFIED BY EASEMENT RELOCATION AGREEMENT RECORDED RECORDING N0: 0210 AFFECTS: A STRIP OF LAND 10 FEET IN WIDTH ACROSS SAID PREMISES A STRITRI RECORDING DALE: DULY 211 199E RECORDING NO.: 950721011E UNDER RECORDING NUMBER 96031901TJ. 22 UNDERGROUND UTILITY EASEMENT(S) FOR ME PURPOSE(S) SHOWN BELOW AND RIGHTS OINUDENTAL 32. COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR 12. EASEMENT($) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, A$ GRANTED IN A DOCUMENT: THERETO, AS GRANTED IN A DOCUMENT: RESTRICTONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE. COLOR. REUGION. SEX, SEXUAL ORIENTATION, FAMILIAL STATUS. MARITAL STATUS, DISABILITY, GRANTED TO: PUGET SOUND POWER & UGHT COMPANY HANDICAP, NATIONAL ORIGIN, ANCESTRY, SOURCE OF INCOME, GENDER, GENDER IDENTITY. GENDER E PRESS ON, MEDICAL CONDITION OR GENETS INFORMATON AS SET FORTH IN % GRANTED T0: CITY OF BU NiLA PURPOSE: UNDERGROUND WATER LINES PURPOSE ELECTRIC TRANSMISSION AND/OR pISMIBUTON SYSTEM RECORDING DATE: NOVEMBER 29. 1984 APPUCABLE STATE FEDERAL LAWS, EXCEPT TO THE EXTENT MAT SAID COVENANT OR RESTRICTION IS PERMIMI TTED BY APPLICABLE LAW, AS SET FORM IN THE DOCUMENT RECORDING DATE: MARCH 22. 19]] RECORDING NO.: 841129B97D RECORDING NO.: 7703220818 AFFECTS: ME EASTERLY 15 FEET OF SAID PREMISES AND OTHER PORTIONS OF RED GOING DATE: DULY 21. 1995 AFFECTS: A SNIP OF LAND 10 FEET IN WIDTH ACR05S SAID PREMISES SAID PREMISES RECORDING NO.: 95D7210282 SAID EASEMENT HAS BEEN MODIFIED BY EASEMENT RELOCATION AGREEMENT RECORDED CONTAINS COVENANT PROHIBITING SMUCIURES OVER SAID EASEMENT OR OTHER ACTIVITIES RELEASE BE DAMAGE AGREEMENT AND ME TERMS AND CONDITIONS THEREOF UNDER RECORDING NUMBER 9603190264, BEER 13. EASEMENT(S) FOR ME PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS MICH MIGHT ENDANGER ME UNDERGROUND SYSTEM. 8ETEEN: JACK A. BENAROYA COMPANY CITY OF NK-A GRANTED IN A DOCUMENT: SAID EASEMENT HAS BEEN MCCURED BY PARTIAL RELEASE RECORDED UNDER RECORDING NUMBER 2006051100084D AND: RECORDING DATE: DECEMBER 9, 198G GRANTED TO. CITY OF MKWLA 23 EASEMENT(S) FOR ME PURPOSE($) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS RECORDING NO.: 80120904J5 _ PURPOSE: UNDERGROUND STORM UNE5 RECORDING DATE: MARCH 22. 197J GRANTED IN A DOCUMENT: RELEASING CITY OF TUKVALA FROM ALL FUTURE CLAIMS FOR DAMAGES RESULTING FROM: r RECORDING NO.: 77 3220819 DISCLOSED BY: MEMORANDUM OF LEASE HE FAILURE OF A PROPOSED BACK FLOW PROTECTION VALVE AND RESERVOIR INSTALLED ] AFFECR: A STRIP OF LAND 10 FEET IN GUM ACROSS SAID PREMISES TA TA IN FAVOR OF; CACADLUPIRESTAURANT BY SAID COMPANY IN ME EASEMENT OF ME PARKWAY PLAZA BUILDING AGAINST FUTURE SAID EASEMENT IS ALSO DELINEATED ON HE FACE OF ME CITY OF TUKWILA BOUNDARY PURPOSE: INGRESS EGRESS DAT OCTOB 2a, 1983 RECORDING DATE: RACKUP AND FLOODING CAUSED BY SEER MAIN ON ADJOINING PROPERTIES. UNE ADJUSTMENT NO. 89-10-BLA, RECORDED UNDER RECORDING NUMBER 8912270422. 0681 RECORDING 831024R SURVEYORS NOTE: NOT PLOTTTABLE 14. EASEMENT(S) FOR ME PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: AFFECTS: PORTDN OF SAID PREMISES 34. EASEENT AGREEMENT AND CONDITIONS HEREIN SAID EASEMENT 15 ALSO DELINEATED ON ME FACE OF CITY OF TUK-A BOUNDARY LINE BETWEEN: MBK NORTHWEST, A WASHINGTON UNITED PARTNERSHIP PURPOSE: COMMON DRIVEWAY ' = RECORDING DATE: MAY 12. 1978 ADJUSTMENT NO, 89-10-8IA, RECORDED UNDER RECORDING NUMBER 8912270422. 24. AGREEMENT AND ME TERMS AND CONDITIONS THEREOF ANC: BLOCK REVERSE, LLC RECORDING DATE: JUKE 1, 2001 RECORDING NO.: 780M20170 RECORDING NO.: 2ONEXCL r AFFECTS: A STRIP OF LAND 5D FEET IN WTDM, HE CENMRUNE OF WHICH IS BETWEEN: SHIBI.ER/WEST FINANCE PARTNERS ill LIMITED PARTNERSHIP PURPOSE: NONEXCLUSIVE EASEMENTS FOR PARKING AND VEHICULAR AND SI E 40 FEET SOUTH OF ME NORTH UNE OF SECTION 35 AND: PACIFIC NORMEST GROUP A PEDESTRIAN INGRESS AND EGRESS S,M INSTRUMENT CONTAINS PROVISIONS FOR BEARING ME COST OF MAINTENANCE, REPAIR RECORDING DATE: DECEMBER 29, 1989 OR RECONSTRUCTION OF ME COMMON DRIVEWAY BY THE USERS RECORDING NO.: 8912290860 SAID AGREEMENT CONTAINS A PROVISION FOR BEARING ME COST OF MAINTENANCE, REPAIR ME USERS. - t5. COVENANTS. CONDITIONS. RESTRICTIONS, RECITALS, RESERYATONS. EASEMENTS, EASEMENT REGARDING: CREATION OF A RECIPROCAL PARKING COVENANT, ACCESS EASEMENT AND HE TERMS AND CONDITIONS HEREOF OR RECONSTRUCTION OF SAID EASEMENT AREAS BY PROVISIONS, DEDICATONS. BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OMER MATTERS. IF ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING IF SURVEYORS NOTE: BLANKET OVER PARCEL A. AFFECTS: PARCEL D _ HUT NOT TO THOSE BASED UPON RACE, COLOR, REUGION, SEX, SEXUAL ORIENTATON. FAMIUAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, 25. EASEMENT(S) FOR ME PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS J5. AGREEMENT AND ME TERMS AND CONDITIONS HEREOF ANCESTRY, OR SOURCE OF INCOME. AS SET FORM IN APPUCABLE STATE OR FEDERAL LAWS, EXCEPT TO ME EXTENT THAT SAID COVENANT OR RESMICTION IS PERMITTED BY GRANTED IN A DOCUMENT: BETWEEN: SPIRE U.C. A WASHINGTON UNITED LIABILITY COMPANY; EVANS 10 LIMITED LIABILITY COMPANY, A WASHINGTON UNITED APPUCABLE LAW. AS SET FORM ON CITY OF NKWLA BOUNDARY UNE ADJUSTMENT NO. DISCLOSED BY: SPECIAL WARRANTY DEED LIABILITY COMPANY; SC3 LLC, A WASHINGTON LIMITED LIABILITY BLA-8-79: IN FAVOR OF: GRANTOR AND ADJOINING OWNERS COMPANY AND: CLPF-TUKWILA, LP., A DELAWARE LIMITED PURPOSE: INGRESS AND EGRESS PARTNERSHIP RECORDING NO: 7908230752 16. EASEMENT(Sj FOR ME PURPOSE($) SHOWN BELOW AND RIGHTS INCIDENTAL HERETO, AS RECORDING DALE: DECEMBER 29, 1989 RECORDING NO.: 8912290859 RECORDING DATE: NOVEMBER I$. 200E RECORDING NO.: 20051118002916 GRANTED IN A DOCUMENT: AFFECTS: PORTION OF SAID PREMISES REGARDING: DEVELOPMENT AND PARKING EASEMENT 1MTH DECLARATION OF RESTRICTIVE COVENANTS AND CONDITIONS PURPOSE: UNDERGROUND UTILITIES SAID EASEMENT HAS BEEN MODIFIED BY AMENDMENT OF EASEMENT RECORDED UNDER 47. ANY UNRECORDED LEASEHOLDS, RIGHT OF VENDORS AND HOLDERS OF SECURITY INTERESTS RECORDING DATE: NOVEMBER 2D, 1979 RECORDING NUMBER 9507210283 ON PERSONAL PROPERTY INSTALLED UPON ME LAND AND RIGHTS OF TENANTS TO REMOVE RECORDING NO.: 7911200472 SHOWN BELOW AND RIGHTS INCIDENTAL HERETO, AS TRADE FIXTURES AT HE EXPIRATION BE ME TERMS. AFFECTS: A SNIP OF LAND 10 FEET IN V/IOM ACROSS 26 EASEMENT) FOR ME PURPOSE(S) GRANTED IN A DOCUMENT, SURVEYORS NOTE: NOT PLOTTABLE IOJ. EASEMENTS) FOR ME PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: RESERVED BY: PACIFIC NORTHWEST GROUP A PURPOSE: INGRESS AND EGRESS PURPOSE: WATER LINE RECORDING GATE: DECEMBER 291 1- RECORDING DATE: JUNE 25, 198D RECORDING NO.: BOD6250222 RECORDING NO.: 8912290059 AFFECTS: A SNIP OF LAND 50 FEET IN WIDTH ME CENTERUNE OF WHICH IS AFFECTS: A STRIP OF LAND 10 FEET IN WIDTH ACROSS 40 FEET SOUTH OF ME NORM UNE OF SECTION 35 EXCEPTION 24 � (SCALE 1"=200) UTILITY PROVIDERS SANITARY, STORM SEERS & WATER: CITY OF NKWD-A PUBUC WORKS DEPARTMENT 6300 SOUTH CENTER BOULEVARD MKWLA, WA 98188 (206) 433-0179 GAS AND POEM: PUGET SOUND ENERGY 355 HOUR AVENUE BE MLEEWE, - 9DBC4 (205) 425-20QD (885) Z25-5773 TELEPHONE: CENTURY UNK 16OG 7M AVENUE MATWE, WA 9B191 (BOG) 244-1111 r rrnrl rr � �• ." �. I III \Lam `GAWK Q Mltlu U. R\'i•'= $.'+v- Iunolu �AOI MIm'•a�\C.11• a EXCEPTION 25 EXHIBIT B AMENDED INGRESS & EGRESS EASEMENT Z DESCRIPTION (SCALE i"= 200') EXCEPTION 41 PORTION OF EXHIBIT A (SCALE V = 200) SIM NOTES SITE ADDRESS 1740E 1755E 17501 & 17585 SOUTHCENTER PKWY AOS MNAEA, - 98188 TAX ACCOUNT NO.: 262304:067-00 (PARCEL A) 262304136-07 (PARCEL 8) 5 5 ZONING: (PARCEL A) SITE MR LD(PARCEL B) ZONING AGENCY. % CITY OF NKNILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTH CENTER BOULEVARD WK. A. - 98188 (206) 431-3670 VICINITY MAP FAX: (206) 431-3665 N xo uut FLOW ZONE: THIS SITE APPEARS ON NATIONAL FLOOD INSURANCE RATE MAP, DATED MAY TOM. 1995. COMMUNITY PANEL NO. 53033CO959F, AND IS SIMATED IN ZONE 'X", AREA DETERMINED TO BE WMIDE ME 500-YEAR FLOWPLAIN. HORIZONTAL M: QSURVEY BASED ON A S VEY BY CHADWICK SURVEYING AND ENGINEERING, FILE NO. 941791. DATED NOVEMBER IBM. 1994. REFER TO THE MONUMENTED CENTERLINE OF BOOM CENTER PARKWAY SOUTH 11'59'33- EAST. AREA: PARCEL SITE AS SHOWN CONTAINS 676,495 SQUARE FEET OR 15.5303 ACRES. MORE OR LESS. PARKING SPACE COUNT,. PARKING SPACES TOTAL 676 INCLUDING 198 COMPACT SPACES AND 16 DISABLED PARKING SPACES. SWIM CMRES BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORDS MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. E ASSUME NO LIABILITY FOR ME ACCURACY OF THOSE RECORDS. FOR ME FINAL LOCATION OF EXISTING UTUTIES IN AREAS CRITICAL TO DESIGN CONTACT ME UTUTY OWNER/AGENCY. 7ELEWMMUNICATONS/FlBER OPTIC DISCLAIMER: RECORDS OF UNDERGROUND TELECOMMUNICATIONS AND/OR FIBER OPTIC LINES ARE NOT ALWAYS AVAILABLE TO THE PUBLIC. BRIT HAS NOT CONTAO IT EACH OF ME MANY COMPANIES, IN ME COURSE OF THIS SURVEY, WHICH COULD HAVE UNDERGROUND LINES WITHIN ADJACENT RIGHTS -OF -WAY. THEREFORE, BRH DOES NOT ACCEPT RESPONSIBIUTY FOR ME EXISTENCE OF UNDERGROUND TELECOMMUNICATIONS/FIBER OPTIC LINES WHICH ARE NOT MADE PUBUC RECORD SOUTH THE LOCAL JURISDICTION. AS ALWAYS, CALL 1-BOO-424-5555 BEFORE GMSMUCTION. DESCRIPTION: PARCEL A: THOSE POSTING OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST. WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, AND OF ME NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35. TOWNSHIP 23 NORTH, RANGE 4 EAST. WILLAMETTE MERIDIAN, IN KING COUNTY. WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER OF ME NORTHWEST QUARTER OF SECTION 35; THENCE NORTH 8-5'57' WEST ALONG THE NORTH LINE OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER A DISTANCE OF 461,05 FEET TO THE WEST MARGIN OF SWTHCENTER PARNWAV AS ESTABLISHED IN KING COUNTY RECORDING NUMBER 634384B: THENCE SOUTH 11'59'33" EAST ALONG SAID EST MARGIN A DISTANCE OF 41.27 FEET; THENCE NORTH 87'45'57" EST A DISTANCE OF 210.00 FEET TO THE TRUE POINT OF BEGINNING: THENCE CONTINUING NORTH 8745'57' EST A DISTANCE OF 19.11 FEET: THENCE SOUTH 4T30'27' EST A DISTANCE OF 537.51 FEET TO A 1 PO IL ON A LINE THAT IS 19.E FEET SDUHESIRUME OF THE CENTERNE OF FOOT E A 19 0 WOE RAILROAD EASEMENT ESTABLISHED BY INSTRUMENT RECORDED N E ORDED UNDER RECORDING NUMBER 6643574; THENCE NORTHERLY ALONG A LINE WHICH IS CONCENTRIC AND PARALLEL WITH SAID CENTERLINE ALONG I CURVE 9. THE RIGHT, THE CENTER OF WHICH BEARS NORTH 46'31'03" EAST HAVING A RADIUS ' 429.78 FEET AN ARC DISTANCE Of 433.5E FEET THROUGH A CENTRAL CONTINUING OF ALONG THENCE ME SOUTH ALONG SAID PARALLEL IN NORM 1 LINE OR 16 855' EAST A DISTANCE OF 50.03 FEET E THE SOUTH LINE EA SAID SECTION 26 THENCE SOUTH 8N EXI H EAST ALONG EASEMENT SOUTH LINE S DISTANCE OF 20.10 FEET TO THE CENTERLINE OF AN EXISTING RAILROAD EASEMENT ESigBUSHEO BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 7711090221; THENCE NORTH 1618'55*WRVE EAST ALONG SAID CENTERLINE A DISTANCE OF ,AN FEET; THENCE ALONG A WRVS i0 THE LEFT ANGLE A RADIUS '; 661.74 FEET, N A EE . A RC DISTANCE OF iISN FEET THROUGH A CENTRAL ANGLE EN 15'S9'40"; THENCE NORTH ONG9't5" EAST ALONG SAID CENTERLINE A DISTANCE OF HAVING FEET; THENCE CONTINUING ALONG SAID CENTERLINE ON A CURVE TO THE RIGHT ANGLE OF A RADIUS OF THENCE FEET, AN ARC DISTANCE OF 239.28 FEET THROUGH A CENTRAL ANGLE OF 33'24'S4'; THENCE LEAVING SAID CENTERLINE OF RAILROAD EASEMENT, SOUTH 8851'25' EAST A DISTANCE OF 3OI FEET: THENCE SOUTH 8-0'35 WEST A DISTANCE OF 274.13 FEET; THENCE NORTH PARKWAY EAST A DISTANCE OF 2]4.13 FEET TO THE EST MARGIN OF BOOM IENCE STEM PARKWAY G ESTABLISHED R KING COUNTY RECORDING NUMBER CENTER 6; THENCE SOUTHERLY ALONG SAID EST MARGIN ON p WRVE TO THE LEFT, THE CENTER OF C WATCH BEARS NORTH 85'CENTR EAST HAVING 2 RADIUS OF 991.37 FEET, AN ARC DISTANCE OF 40.00 FEET THROUGH A CENTRAL ANGLE OF OCENM"; THENCE LEAVING SAID EST MARGIN OF SOUMCENiER PARKWAY SOUTH 8512'11' EST A DISTANCE OF 16200 FEET; THENCE SOUTH 1159'33" EAST A DISTANCE OF 1 67 FEET; THENCE SOUTH 11'59'3" EAST A DISTANCE OF 115.1J FEET; THENCE NORTH 88'2533" EST A DISTANCE OF 66,8 FEET; THENCE SOUTH PARKWAY EAST A DISTANCE OF 66.8E FEET TO THE EST MARGIN OF 3 SOUTHENTERPARKWAY AS ESTABLISHED D KING COUNTY RECORDING NUMBER KING CCU THENCE SOUTH BEES 33' EAST ALONG SAID EST MARGIN AS ESTABLISHED IN KING COUNTY RECORDING NUMBERS 6343867 AND 634386E A DISTANCE T 5DISTA FEET; THENCE LEAVING SAID EST MARGIN NORTH OF 235.5 EST A DISTANCE OF TNT O FEET: THENCE SOUTH ii'S9'J3' EAST A DISTANCE OF 235.54 FEET TO THE TRUE POINT OF BEGINNING. PARCEL A-1: TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS, DESCRIBED AS FGLILWS BEGINNING AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON: THENCE NORTH 87-45'57" EST ALONG THE NORTH LINE OF SAID NORTHEAST QUARTER OF THE NORMEST QUARTER A DISTANCE OF 451.05 FEET M THE EST MARGIN OF SOUTHCENTER PARKWAY AS ESTABLISHED IN KING COUNTY RECORDING NUMBER 6343848; THENCE SOUTH IESW33' EAST ALONG SAID EST MARGIN A DISTANCE OF 15.48 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 11'59'33" EAST ALONG SAID EST MARGIN A DISTANCE OF 51.58 FEET; THENCE NORTH 87'4557' EST 256.63 FEET; THENCE NORTH 42'30'27' EAST A DISTANCE OF 32- FEET; THENCE SOUTH 87'45'57' EAST A DISTANCE OF 19.11 FEET; THENCE NORTH 11'59'33' EST A DISTANCE BE 25.79 FEET. MENCE SOUTH 87'45'57" EAST A DISTANCE OF 210.00 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION LYING WITHIN TIE MAIN TRACT. PARCEL B: THAT PORTION OF THE SOUTHEAST QUARTER OF ME SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORM, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY. WASHINGTON, DESCRIBED AS FOLEM- BEGINNING AT A POINT ON THE EST LINE OF SAID SUBDIVISION DISTANT NORTH W50'36' EAST 819.01 FEET FROM THE SOUTHWEST CORNER THEREOF; THENCE NORTH 65'08'34' EAST 255.03 FEET TO ME CENTERLINE BE A RAILROAD EASEMENT DESCRIBED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 7711090221; THENCE SOUTHERLY ALONG SAID CENTIME N R E 1E E 850 FEET. MORE OR LESS. TO THE SOUTH UNE OF SAID SUBDIVISION; THENCE NORTH 87'45'5EST ALONG SAID SOUTH LINE TOPOINT ON A UNE WHICH IS PARALLEL WITH AND 39.O MET ET NORTHWESTERL Y OF ME CENN TERLINE OF A 19 FOOT RAILROAD EA ESTABLISHED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 6643573,S, THENCE NORM 16"18A EAST ALONG SAID PARALLEL LINE 92.00 i R R T 2 00 FEET. MORE 0 LESS, 0 THE INSTRUMENTS OF A 40 FOOT DRAINAGE EASEMENT GRANTED TO THE STATE OF WASHINGTON BY INSTRUMENTS RECORDED U RECORDING UNDER ECO DNG NUMBERS 6233536 AND 6233537; THENCE NORTH 50'3ME A SAID M 2 EST LONG $ D DRAINAGE EASEMENT CENTERLINE 224.00 FEET MORE OR LESS '5 TIE EST LINE OF SAID SUB i D VISION; MENCE NORTH O'S036" EAST FEET MORE OR LESS,TH TO E P01 IN POINT Of BEGINNING; E%CEPT THAT PORTION THEREOFF LYING WHIN HIGHWAY I5 - . PARCEL C: A NON-EXCLUSIVE EASEMENT FOR ACCESS, INGRESS, EGRESS AND PARKING OVER THE LAND DESCRIBED IN THAT CERTAIN DECLARATION OF COMMON PARKING COVENANT, RECORDED ON DECEMBER 29, 1989, AS INSTRUMENT NUMBER 8912290060 IN KING COUNTY, WASHINGTON. PARCEL D: EASEMENT RIGHTS CREATED BY DOCUMENT RECORDED UNDER RECORDING NUMBER 2005111BM2918 DESCRIBED AS FOLLOWS: A PORTON OF THE SOUTHWEST QUARTER OF SECTION 26. TOWNSHIP 23 NORTH. RANGE 4 EAST W.M. IN KING COUNTY WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTH QUARTER CORNER OF SAID SECTION 26; THENCE NORM 8-V57' EST ALONG THE SECTOR LINE 0. DISTANCE OF 481.05 FEET TO THE EST MARGN OF SOUTHCENTER PARKWAY: THENCE NORTH 1159'33' EST ALONG SAID MARGIN A DISTANCE OF 725.43 FEET TO A BOUNDARY WITH A TRACT CONVEYED BY DEED RECORDED UNDER RECORDING NUMBER 8912290859 AND ME TRUE POINT OF BEGINNING: THENCE CONTINUING NORM 1159'33' EST ALONG SAID EST MARGIN OF SOUTHCENTER PARKWAY A DISTANCEOF T 105.1E FEET 0 A POINT OF A CURVE; THENCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF TO THE FEET THROUGH A CENTRAL ANGLE OF O4'ASEME AN ARC DISTANCE E 84.AS FEET VE ME SOUTH BOUNDARY OF A COMMON DRIVEWAY EASEMENT (EASEMENT NUMBER 1 AS RESERVED IN DEED RECORDED UNDER RECORDING NUMBER 0 THINGS LEADING SAID EST MARGIN OF OF SWTICENTER PARKWAY SOUTH 8512 '1 i EST A DISTANCE OF 18 050: THENCE SOUTH SF2533' EAST A DISTANCE OF 265.17 FEET; THENCE SOUTH 88'25'3' EAST A DISTANCE OF 115.1J FEET; THENCE NORTH 88F2533" EST A DISTANCE OF 66.6 :WEFT; MENCE SOUTH PARKWAY EAST A DISTANCE OF 66.8E FEET TO THE EST MARGIN OF SOUTHCENTER PARKWAY AND ME POINT OF BEGINNING; TOGETHER WH THAT PORTION OF ME SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26. TOWNSHIP 23 NORTH, RANGE 4 EAST. W.M., IN KING COUNTY. WASHINGTON. DESCRIBED AS FOLLOWS: BEGINNING AT ME SOUTHEAST CORNER OF ME SOUTHEAST QUARTER OF ME SOUTHWEST QUARTER OF SECTION 25; THENCE NORM 87'4V57' EST ALONG THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF ME SWHEST QUARTER A DISTANCE OF 481.05 FEET TO ME EST MARGIN OF SOUTHCENTER PARKWAY AS ESTABUSHM IN KING COUNTY RECORDING NUMBERS 6343862, 6343863, 6343865, 6343867 AND 6343868; MENCE NORM 11'59'33' EST ALONG SAID EST MARGIN A DISTANCE OF 830.58 FEET; ME IS CONTINUING ALONG SAID EST MARGIN ON A CURVE TO ME RIGHT, HAVING A RADIUS OF 991.37 FEET, AN ARC DISTANCE OF 124.78 FEET THROUGH A CENTRAL ANGLE OF 0712'41" TD ME TRUE POINT OF BEGINNING; MEN SOUTH 85'40'03' EST A DISTANCE OF 274.13 FEET; MEN NORM 01TI8'35" EAST A DISTANCE OF 30.66 FEET; MENCE SOUTH 8851'25' EAST A DISTANCE OF 272.38 FEET TO SAID EST MARGIN OF SOUTHCENTER PARKWAY; LEND E SOUTHERLY ALONG SAID EST MARGIN ALONG A C TO ME LEFT, ME CENTER OF WHICH BEARS NORTH 85'45'26' EAST HAVING A RADIUS 0 991.3]]--,,FEFFE,, 9.31 FEET THROUGH A CENTRAL ANGLE OF 0-2-ITM E Mtg[I TO §FGIN It G.t-GI', CODE =tllPLIANCE APPROVED OCT 18 2019 City of Tukwila BUILDING DIVISION RE-Ei JED CITY i)/= I lii W31-A SEP 3 0 2019 P'EPJU!I T CE, i 3 ER 6 W oo° zW a W ,D r S^/!z1R� 19 IT U) V 00 9 Z z go W O O co _ N N X �U�yy ryY� /W -" LL N G O O } >s O � Cc QN 4T� o ♦�I.L = � J t�'J VJ 0 BOO Z N'OT mgSIM W U) za W W U CE D q U Z W nn I_ LL T 0 CC O 0 ♦♦E� Q U) z Y U < Q z W O v Y In � \1 Y F 0 U GLD I TRS IM6 h17155.01 I \\BrM1OZtca6tC3Di201T201)355ISURVEYiNG\DWGVYS-SUR-Ol Avg, 974/2019 1000'O9AM, tallon, li SW 1/4, SEC. 26, TWP. 23N, RGE. 04 E, W.M. E'-vR 25.55 12":.DS,N) IE:25.48 12"ADS(S) IE:25.a6 36"aDS(E6 ONC WALL DUMPSTER ENCLOSURE SSMH: 33,74 IF 27.Sh 4"PVC(E) IF A.14 12"PVC(N) IN PETSMART (NO PIPES VISIBLE) BT1!.25,15 #175115 BUILDING A 1-STORY CONCRETE TILT -UP CONSTRUCTION 26,963 SQUARE FEET 3'K3' CONC-� COL (TYP) L x CO a PL pit \ SDn1H Ra:3D 2- ( LILT ACCESS) / OF 28.38 '.!II LID I LID BOLT£D BELO'.'I) E" /I/x / C2 Rl zf'. 33. DJ (BURIED, PIPES NOT ACCESSIBLE) CB tI':.: 33.OI IE: 29 47 d"PVC(EJ 20 0 10 20 z( IN FEET ) i Inch = 2D It REViE'u'v-ED FOR CODE COMPLIANCE APPROVED OCT 18 2019 City of Tukwila BUILDii<JG DfVivi0N IN a W W VJ z W -NU z 191� C/) � 0 w 6o Z NO N Z �x U� LL F U _ 06 � N p O �m W >s U > a� CE Ot3 Zwm J Zco A� 0 V^^J N UD ES OJ z O z >S rr W c) cn I— L U W LLi = � a Q U � CC CD F- W 0 0 Z LEGEND o 0 ® AREA DRAIN ASPHALT W W T 1_17 Q u O (ASPH) BOLLARD U) (5 BUILDING LINE CANOPY G W/ Q LJ �u J CATCH BASIN (CD) J \ V CONCRETE SURFACE/(GONG) Q z Q z cW CONCRETE WALK Q n CRW CONCRETE RETAINING WALL a- O �i— RCN CHAIN LINK FENCE (CLF) } Y � COL CABLE IV COLUMN Q Cc U Ct/M CENTERLINE/MONUMENT LINE O ..f CS CONCRETE STAIRS H/C PARKING SPACE z n CMP DAY CORRUGATED METAL PIPE DRIVEWAY O E. ELECTRICAL CONDUIT Q] EM ELECTRICAL METER EV ,I,FIRE ELECTRICAL VAULT HYDRANT { FIRE DEPT. CONNECTION (FDC) G GM GAS MAIN GAS METER 0 GAS VALVE GV p—o GAS VAULT LIGHT POLE (METAL) `.''.ygYC`.' LICHT POLE (PARKING LOT) LICHT POLE (DECORATIVE) PL, LANDSCAPE/PLANTER (0) V MANHOLE P.S.JCOMP. PARKING SPACE(S)/COMPACT SPACES i PROPERTY LINE (PL) ® PIPE FLOW DIRECTION POST INDICATOR VALVE F SB P5D SANITARY SEWER STORM DRAIN LL 0 PRIVATE CATCH BASIN 50 SDCO/SSCO SERVICE DRAIN (STORM) STORM DRAIN/SANITARY SEWER CLEANOUT C) _FL SIGN/STREET NAME SIGN TCHD TRENCH DRAIN TC/SL TRAFFIC CONTROL/STREET LIGHT HANDHOLEF ecNe y TS TELEPHONE SENTRY TRAFFIC FLOW DIRECTION TRS —D TRAFFIC SIGNAL VAULT cWATER W WATER MAIN S7H�ZOI9 TER METERWATERVALVE k17155.01 \\Brno%ad\C30\2o1T201T15515URVEYING\DLVG\XS-SUR-OLtlwg, 914VICEI 10.0038 AM, MYt.1 11 SCALE: 1 inc�ht=101 a C, 0 a a1 I _ A / /----------- J NO/BUILD EASEMENT mil. N0. 9507210115�- 4VERau'"4.EROPERTYY SH ADED) f121, / --- -I - - --- "- ---- -- - - EX 8"/STORM �- _ EX. TELECOM \ O 18 6U PVC - % _ i ---_ _ EX. FI ER S Cgs/2.0% MINA J -A-1-_=_-_ -- EX. GAS EX. 12" STORM i--- _ ---------------------------- ------ - - `C SS � 2.0% MIN SSCD- -_\ - -E95 SS / f;A�ON 21 YN EEWER�MATH I jGWI�TE // DROP COtUNEC�TIO`' : !' I RIM 17 85 �5) X. 12" IE NEW 6" IEI= 275) /'I I r I I/I I I Iil li I, / I I 1 I II I I II I I L I�I GENERAL UTILITY NOTES (NAVIX) 29 RELOCATED ELECTRICAL EASEMENT REC. NO. 9603271218 / - -------------- - - /' J ----- - -//- - - - -- -- --- - ---------- --- - --------- - - - V // EX. GAS, WATER, ELE - i TELCOM AND BERG" NO BUILD EASEMENZ-�q r - __ / REC. NO--`T O 2TO115 ( _-- -�---- (SHADED) EX. WATER - -- - jr VIEW. 1�' SEWER-- �1 __ - _ - 1 - -- t l / EX. GAS i� B -- 1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (A.P.W.A.) STANDARD SPECIFICATIONS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE LIMITED TOPOGRAPHY SURVEY PREPARED BY BUSH, ROED, & HITCHINGS. INC., DATED 9/4/2019, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. SS ®gS SS; �.. SS - _7--.----- _ _ SS ._ __. _ __---- --- _- _- SS O SS-__._--- --.-_.---_._--_.----.--.-----'--- �SSCO _ _ g------- -------- --- -- \ RlM = EXISTING GRADE -- IE _ `29:95\ B A 6" SS BUILDING CONNECTION CONTRACTOR TO ENS E E = 29.00 (APPROX. 6' BELOW GRADE) PAVEMENT RESTORATION CONTRACTOR TO ENSURE SEE MEP PLANS FOR CONTINUATION EX ELECTRICAL ROOM MATCHES EXISTING ELEVATION. PAVEMENT RESTORATION MATCHES EXISTING ELEVATION. RESTROOM 5. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 6. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 7. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. 8. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 9. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINE (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 52). 10. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 11. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 12. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 13. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. PROPOSED DEMISING WALL, SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. UTILITY NOTES (CITY of 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4-FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET OSHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS AFTER ASPHALT PAVING. SANITARY SEWER NOTES (NAVIX ENGINEERING) 1. ALL CONSTRUCTION/INSTALLATION OF SANITARY SEWER MAINS SHALL BE DONE IN A SAFE, NEAT AND PROFESSIONAL MANNER, AND UNDER SUPERVISION OF CITY FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATORY AGENCIES MUST BE MET. 2. THE MINIMUM SIZE FOR PUBLIC SEWER MAINS SHALL BE 8" DIAMETER. ALL SANITARY SEWER PIPING SHALL BE SCHEDULE D3034 PVC OR EQUAL. MINIMUM PIPE DIAMETER FOR PRIVATE LATERALS IS 6" AND OF SCHEDULE D3034 PVC OR EQUAL. ALL SANITARY SEWER LATERALS MUST BE PROPERLY MARKED AT ENDS. 3. CONNECTIONS INTO THE EXISTING SANITARY SEWER MAINS REQUIRE ISSUANCE OF PUBLIC WORKS PERMIT AND INSPECTION BY THE LOCAL JURISDICTION PRIOR TO BACKFILLING. 4. ALL NEW SANITARY SEWER PIPES AND MANHOLES MUST BE THOROUGHLY CLEANED, INSPECTED AND PRESSURE/VACUUM TESTED AS REQUIRED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. ALL TESTS MUST BE WITNESSED AND PASSED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO PLACING INTO OPERATION. 5. THE CONTRACTOR SHALL PROVIDE TO THE UTILITY PROVIDER ANY GUARANTEE OR WARRANTY NORMALLY FURNISHED WITH THE PURCHASE OF ANY MATERIALS USED IN CONNECTION WITH THE PROJECT AT HAND. E,JANITO�R, BREAK ROOM ASHLEY FURNITURE PROPERTY LINE - - - - - - - - - - SAWCUT LINE SS SANITARY SEWER Os-1a6 C-1.1 SANITARY SEWER S-0 CLEANOUT SANITARY MANHOLE S-04 S-09 WITH INSIDE DROP CONNECTION -� PROPOSED TRENCH DS-taB RESTORATION SITE KEY NOTES: OTRENCH RESTORATION TO MATCH EXISTING PAVEMENT SECTION AND ELEVATIONS. �B SAWCUT EXISTING PAVEMENT, MATCH, AND JOIN WITH AR-4000 OR APPROVED EQUAL. O CONTRACTOR TO USE CAUTION AROUND EXISTING UTILITIES DURING INSTALLATION OF THE PROPOSED SANITARY SEWER. m-T..4n. Y' CODE CO,"h!=LIANCE APPROVED OCT 18 2019 City of Tukwila BUILM,!G DIyiCION RECEIV'E) CiTY O,^- TUKWILF, SEP 3 0 2019 PEP I'd IT CG VTE:R t 'T 111LA JACKSON I MAIN ARCHITECTURE -311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 W W W.JACKSONMAIN.COM SITE I CIVIL 11235-. 6th street t: 425.453.9501 suite 150 t 425.453.8208 bell..., we 98004 www.navixeng- U) z ': W ry YZ W p wF- I-- Z z_ cp �- F W Z 00Q J =z oY« cn Q� w � _ 00 ��m Q O, g m a = U � F L1 Uj a zz rn wo 0 N rn a9127/20/9 PROJECT NO.: 50528009 PROJECT MGR.: JKG DRAWN BY: JKG CHECKED BY: JET CIVIL PLAN L S' JACKSON I MAIN ARCHITECTURE P.S. 0 2018 CONCRETE COLLAR IN LABELED C.O. PAVED AREAS. CSTC COLLAR I NONPAVED -118 RAISE Al2- WIDE BORDER SCREW PLUG 4-112" CENTER ELEVATION CAST IRON RING AND COVER NOT TO SCALE I City of CLEAN -OUT j SHEET: SS-03 Tukwila LAST REVISION: APRIL 2019 APPROVAL: H. PONNEKANTI MANHOLE RING AND COVER ---------- 'r-- ACCESS - - - - - - - - - -J STEP 8'MIN. TO 25! MAX. MIN. PIPE DIAMETER MAX. 21'FOR 48M.H. MAX. 36- FOR 54'M.H. 4"Mh CHANNE [ON - - - - - - - - - - - - -- 6" • --A V MIN. AT C.L. 18'MAX.* IFMAX.- NOTES: 1. MAX. PIPE DIAMETER MAY BE LIMITED BY PIPE CONFIGURATION OR AS DETERMINED BY ENGINEER. 2. RUBBER GASKET AND GROUT AT ALL JOINTS. 3. GROUT ALL LIFTING EYE HOLES. 4. SEE SS-08 FOR ACCESS AND CHANNELIZATION. 5. SEE SS-1 3 FOR STEP DETAIL. 6. INSTALL PER CHAPTER 8 OF THESE STANDARDS, APPLIES TO 24" OR SMALLER DIAMETER PIPES. NOT TO SCALE MANHOLE 48" AND 54" citynf' R-Ij SHEET: SS-04 - e Tukwila REVISION 41: 08.03 I APPROVAL: B.SHELTON RIGID PIPE FLEXIBLE PIPE (D.I., CONC.) (CPEP, CMP, PVC) f EXISTING STRUCTURAL SECTION PROVIDE NEAT, STRAIGHT LINE WHERE MATCHING EXISTING PAVEMENT. rl" MIN. OR MATCH EXISTING, WHICHEVER IS GREATER, COMPACTED THICKNESS ASPHALT CONCRETE PAVEMENT - TACK AND SEAL EDGES HMA CLASS X* BACKFILL -j DEPTH FOR WATER LINES 2 PIPE BEDDING PER ..4 WSDOTM3.16 4 95 % COMPACTION T . 4 LKOR- -SEALBODT, 54" MIN. DIA PIPE CONNECTION OR EQUAL n SEE DETAIL A (ABOVE) PIPE AS SPECIFIED ON PLAN OR SPECS. : 4 1.5 X LD. , 18 24"MIN. NOTES: 1. IN PAVED AREAS AND RIGHTS -OF -WAY, BACKFILL WITH %" MINUS CRUSHED ROCK TOP COURSE, COMPACTED IN MAXIMUM 6" LIFTS, TO 90% MODIFIED PROCTOR PER ASTM D-1557, 2. IN UNPAVED AREAS BACKFILL WITH NATIVE MATERIALS OR GRAVEL AND COMPACT IN MAXIMUM 12" LIFTS TO 90% PER ASTM D-1557. 3. NATIVE BACKFILL MATERIAL AT UNPAVED AREAS SHALL NOT HAVE PARTICLE SIZE GREATER THAN T' WITHIN 6" OF THE PIPE EXTERIOR. 4. COMPACT PIPE %" CRUSHED ROCK BEDDING TO 90% MODIFED PROCTOR PER ASTM D-1557. 5. WRAP FITTING IN PLASTIC BEFORE USING CONTROLLED DENSITY FILL (CDF). NOT TO SCALE TRENCH City "r BEDDING AND BACKFILL- PAVEMENT RESTORATION j SHEET: DS-14B Tukwila REVISIONAII: 08.03 1 LASTREVISION: 04.08 I,- I& APPROVAL: BOB GIBERSON, CITY ENGINEER REV-E-77-jz CODE CO,'v;r-LIANCE APPROVED OCT 18 2019 City of Tukwila BUILDN"G,DIVISfON C?T SEP 3 0 2019 P S P rd I T C L-:,N -rp JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM fkj N"IX SITE I CIVIL 11235s.e.6thstreet t: 425A53.9501 .uit- 150 1: 425A53.8208 'ell—e, m 98004 --i-9--m U) z W W z W Ilf O > 0 LI-I F- Z Z ry z W= CL 3; U) < LL — 3: LLI Z Z) - 0 < (1) -1 -i r z C) Y 0005 U) < W L0 T- co Z� 0 F- a. 0 0 re w EL 6 z LU 0919 712al9 PROJECT NO,: 50528009 PROJECT MGR.: JKG DRAWN BY: JKG CHECKED BY: JET CIVIL DETAILS C-1.1 JACKSON I MAIN ARCHITECTURE P.S. 0 2018 KEYNOTES: NOTE E EXTERIOR CANOPY AND COLUMNS TO REMAIN, G.C. TO PROTECT DURING -6��=EITION & CONSTRUCTION 0101 (E) CONCRETE SLAB TO REMAIN; G.C. TO PROTECT DURING DEMOLITON & CONSTRUCTION AND PATCH & REPAIR AS REQUIRED -d3-M0--- (E-) TILT -UP CONCRETE WALLS TO REMAIN; G.C. TO PATCH & REPAIR AS REQUIRED AND PREP FOR NEW FINISHES, TYP. -METAL . .............. 05.01 FE) E L COLUMNS REMAIN; G.C. TO PROTECT DURING DEMOLITION& CONSTRUCTION, TYP. 06.01 (E) WALL TO BE REMOVED COMPLETELY; PATCH & REPAIR REMAINING U, SURFACES AS REQUIRED, TYP. 06.02 G.C. TO REMOVE INTERIOR WALLS, DOORS, AND FRAMES IN THEIR ENTIRETY Ui w AND ASSOCIATED EXISTING POWER AND DATA FROM WALL AS REQUIRED 06.03 (E) OVERHEAD SOFFIT TO BE REMOVED COMPLETELY; PATCH & REPAIR REMAINING SURFACES AS REQUIRED 06.04 (E) WALLS TO REMAIN, PROTECT DURING DEMOLITION AND CONSTRUCTION 38'- 0" 38- 0" 38'- 3" 38'- 3" I 38'- 3" 08.01 (E) OVERHEAD METAL DOORS, G.C. TO PROTECT DURING DEMOLITION & lCONSTRUCTION, TYP. 08.02 (E) DOOR AND DOOR HARDWARE TO BE REMOVED COMPLETELY, PATCH & REPAIR REMAINING SURFACES AS REQUIRED, TYP. Z-1 22.02 I m- 08.03 (E) DOOR AND DOOR HARDWARE TO REMAIN, G.C. TO PROTECT DURING DEMOLITION AND CONSTRUCTION 08.04 (E) VESTIBULE AND VESTIBULE DOORS TO REMAIN; PATCH & REPAIR 09.01 G.C. TO REMOVE ALL FLOOR FINISHES IN THEIR ENTIRETY 09.02 G.C. TO REMOVE CEILING FINISHES, GRIDS, LIGHTS, AND ASSOCIATED ACCESSORIES 22.02 TRENCH AT NEW SEWER LINE PER CIVIL DRAWINGS G- --------- 03.02 T- - - - - ------------ - IT-05-017 FO-3-01-� 06.02 it FED 08.02 DEMOLITION NOTES: - --- ----- 1. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTS BETWEEN EXISTING CONDITIONS AND NEW CONSTRUCTION PRIOR TO PROCEEDING WITH THE WORK. FIELD VERIFY CONDITIONS BEFORE COMMENCING WORK. -------------2. COMPLY WITH ALL RULES AND REGULATIONS OF THE GOVERNMENTAL AUTHORITIES HAVING JURISDICTION OVER DEMOLITION WORK. 3. INCLUDE COMPLETE REMOVAL AND DISPOSAL OF DEMOLISHED ITEMS. SALVAGE ITEMS WHERE APPROPRIATE, COORDINATED PICKUP OR STORAGE WITH OWNER. 4. COORDINATE WITH OWNER FOR SHUT-OFF, CAPPING, AND CONTINUATION OF UTILITY SERVICES AS REQUIRED. 5. PROVIDE DEMOLITION TO THE EXTENT REQUIRED TO ACCOMPLISH NEW CONSTRUCTION. REFER TO ARCHITECTURAL (AND CONSULTANT, IF APPLICABLE) DRAWINGS. 6. PROTECT STRUCTURAL ELEMENTS FROM DAMAGE DURING DEMOLITION AND 06.02 CONSTRUCTION. 7, REMOVE, REPLACE, AND RELOCATE EXISTING ELECTRICAL, MECHANICAL, AND FIRE FED PROTECTION EQUIPMENT/DEVICES AS REQUIRED FOR NEW CONSTRUCTION. AT 09.02 LOCATIONS WHERE ELECTRICAL IS TO BE REMOVED, PULL OUT WIRING BACK TO - - ------- - - - - - - PANEL. REFER TO CONSULTANT DRAWINGS WHEN APPLICABLE. COORDINATE WITH OWNER FOR STORAGE/DISPOSAL OF EXISTING LIGHT FIXTURES NOT TO BE RELOCATED. 8. REMOVE EXISTING ELECTRICAL CONDUIT, WIRE EQUIPMENT, AND DATA CABLING WHERE INDICATED BY DRAWINGS OR MADE NECESSARY BY NEW WORK. 9. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTS BETWEEN EXISTING it CONDITIONS AND NEW CONSTRUCTION PRIOR TO PROCEEDING WITH THE WORK. it 10. ALL EXISTING FIXTURES, FURNISHINGS, FINISHES AND EQUIPMENT TO BE REMOVED. PREPARE WALLS AS REQUIRED FOR INSTALLATION OF NEW FUTURE FINISH �F-06-0-4-1, 08.04 08.04 F-06-03-1 08.02 TREATMENT. LI 11, ALL DEMO TO BE BY LANDLORD. 12. CONFIRM WITH ACHITECT FOR ANY UNUSED EXISTING UTILITIES TO BE REMOVED 08.02 AND CAPPED BELOW SLAB BACK TO THEIR SOURCES. F03-02-1 FO-8-03-1 1--L 0604j DEMOLITION LEGEND: 08.03 DASHED LINES REPRESENT DOORS, WINDOWS AND WALLS TO BE REMOVED. PATCH AND REPAIR ADJACENT SURFACES AS NEEDED. - --------- KEYPLAN: F r77H, Vi p j-01-1 1 COnr r APPRO�LD OCT 18 2019 DEMOLITION FLOOR PLAN 1116"= 1W 7793 REGISTERS ARCHITECT ATT W E SE STATE OF lftSlll-T.N rl 0 U) I- o ry LLJ �-w V-- U) 00 O Lu < F- < w LL T- U) CL --) 0) 1- 0 C) < 00 WU) 0 0 �'- ry cr n Z z W F- oo z - w oo �1,UU 00') < - < z r _j ui CL D - (D < Jamr ly O Co < Lo IZ- D < n w RE'r7�lvf�'.lj y OF 1 U K W SEP 3 0 2019 PER;1V11T CENTER PROJECT NO.: 19076 PROJECT MGR.: NO DRAWN BY: CF CHECKED BY: ML DEMOLITION - FLOOR PLAN A A O 01 JACKSON I MAIN ARCHITECTURE P.S. C 2019 LEVEL 01 -NEW WORK SHEET (VOTES: A. ALL ITEMS ARE TO BE CONSIDERED EXISTING, UNLESS OTHERWISE NOTED B. ALL DOORS REQUIRED TO MAINTAIN REQUIRED CLEARANCES FOUND IN EXTERIOR INTERIOR SCHEDULE OF MATERIALS ACCESSIBILITY STANDARDS IN [CC ANSI 404.2.3. C. REFER TO SHEETA7.01 SERIES FOR DOOR INFORMATION. INTERIOR ] (E) 5/8" GYP. BOARD 2 (E) STEEL STUDS KEYNOTES: ] (E) R-19 KRAFT FACED BATT INSULATION # NOTE J AC KS O N (M A I N ® AIR GAP (VERIFY IN FIELD), ARCHITECTURE 4 5Q (E) TILT PANEL CONCRETE WALL © (E) 1/2" GLASS -MAT GYP. SHEATHING Q (E) EIFS FINISH EXTERIOR FIRE RESISTANCE RATING: N/A UL NUMBER: N/A R-VALUE: R-19 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324,4800 W W W.JACKSONMAI N.COM 7793 RE E;HITE E ARCHITECT ATT W E SE STATE OF WASHINGTON EX1 - (E) EXT. CONC. TILT W/ MTL. FURRING EXTERIOR INTERIOR SCHEDULE OF MATERIALS INTERIOR 1❑ (E) 5/8" GYP. BOARD 2❑ (E) STEEL STUDS 30 (E) R-19 KRAFT FACED BATT INSULATION ® (E)1/2" GLASS -MAT GYP. SHEATHING ] (E) EIFS FINISH EXTERIOR FIRE RESISTANCE RATING: N/A UL NUMBER: NIA R-VALUE: R-19 EX2 - (E) EXT. MTL. STUD WALL ADJACENT SALES TENANT AREA SCHEDULE OF MATERIALS SALES AREA 1� 5/8" GYP. BOARD TO UNDERSIDE OF DECK 20 6" 20 GA. MTL. STUD @ 16" O.C. 3❑ 3 1/2" FIBERGLASS NOISE BARRIER BATTS TO UNDERSIDE OF DECK ® 518" PLYWOOD CONTINUOUS FULL HEIGHT TO UNDERSIDE OF DECK 5/8" GYP. BOARD TO UNDERSIDE OF DECK © WALL PANEL SYSTEM ADJACENTTENANT Al - NEW MTL. STUD DEMISING WALL INTERIOR INTERIOR FIRE RESISTANCE RATING: 1-HR. UL NUMBER: GA FILE NO. WP 1049 R -VALUE, R-19 SCHEDULE OF MATERIALS 1Q 5/8"TYPE 'X'GWB 2❑ 1/2" METAL FURRING 3❑ 6" STEEL STUDS AT 16" O.C. ® R-19 BATT INSULATION Q5 5/8" TYPE'X' GWB A2 - INTERIOR MTL. STUD WALL 02 02 (E) PARKING STALLS TO REMAIN, TYP. FOR ALL 02.04 (E) EXTERIOR CANOPY AND COLUMNS TO REMAIN, G.C. TO PROTECT DURING DEMOLITION & CONSTRUCTION 21.01 (E) FIRE RISER TO REMAIN; PROVIDE STUB OFF MAIN TO HOMEGOODS PER HOMEGOODS WORK LETTER 22.01 PROPOSED ASHLEY FURNITURE RESTROOM LOCATION 20.01 PROPOSED ASHLEY FURNITURE DATAIELEGTRIGAL ROOM 26.02 (E) ELECTRICAL PANELS TO REMAIN 26.03 _ (E) ELECTRICAL_EQUfPMENT TO BE REMOVED 26.04 NEW ELECTRICAL EQUIPMENT, SEE ELECTRICAL DRAWINGS 27.01 (E) TELEPHONE BACKER BOARD TO REMAIN 31.03 PROVIDE BACKFILL, COMPACTED SOIL SUBGRADE AND ASPHALT PATCH AT NEW SEWER LINE PER PUD REQUIREMENTS INTERIOR INTERIOR SCHEDULE OF MATERIALS J o 1❑ (E) 5/8" GWB J N 2❑ (E) STEEL STUDS AT 16" O.C.uj `� _J 1U) W T• �' o 3❑ (E) 5/8" GWB U) j W O0 o Wd 'S f— d = _ J __) ~ d U 00 uJ EX3 - EXISTING INTERIOR MTL. STUD WALL iW .. UJ .• L i i � i CITY v; T IIKVVI rz =Vi;m FO:� SEP 3 0 2019 CODE CO-i':P u, rvcE APRY�ias�iY`II�® r, OCT 18 2019 1 A4.02 I I I NOTE: FACADE STRUCTURE TO REMAIN AS IS. PROVIDE NEW PAINT SCHEME AS NOTED. EXTERIOR ELEVATION - FRONT PAINT COLORS 5 7 8 iJ uw, Ivy J I I I I I 1 1 w A4.01 q A4.02 (5) 6 7 8 z 3n3 z --- - T.Q. NOTE: FACADE STRUCTURE TO REMAIN AS IS. PROVIDE NEW PAINT SCHEME AS NOTED. EXTERIOR ELEVATION -FRONT Zi 8 7 �6 5 4 IZ UU ) �I I� I I I I I I I I I I I I I I I I I I I I I I I I I --------------- - --�-- — --------- - —� -- — -- ----- — T I ------ ------ I I I I I I I I I I I I 3 E 2 B I os.os 0s.06 I I I I I - - —----------- -- - -- — —— - -- ------ I I I I I I I I I I KEYNOTES: # NOTE - - 08.05 (E) STOREFRONT SYSTEM TO REMAIN 08.06 REFER TO STRUCTURAL DRAWINGS FOR DETAILS REGARDING NEW DOOR OPENINGS 09.13 (E) PAINT COLOR/ MATERIAL TO REMAIN 26.05 NEW ILLUMINATED SIGNAGE; CONNECT TO EXISTING J-BOX AND USE EXISTING BACKING FROM PREVIOUS SIGNAGE; SIGNAGE TO BE UNDER SEPARATE PERMIT 26.06 NEW ILLUMINATED CHANNEL LETTERS; PROVIDE CONDUIT FOR FUTURE J-BOX TO BE INSTALLED BY TENANT; USE EXISTING BACKING FROM PREVIOUS SIGNAGE; SIGNAGE TO BE UNDER SEPARATE PERMIT MATERIAL LEGEND: # X # X PRODUCT J MANUFACTURER COLOR PROFILE PRODUCT PROFILE / LINE 1. (E) CONCRETE TILT PANEL 1. N/A 2. CMU SPLIT FACE BRICK 2. SANDBLAST; COLOR SPEC TO 3. EIFS MATCH MANE COLOR COLOR A. URBANE BRONZE - SIN 7048 B. ASHLEYORANGE -SIN C. CHINAWHITE-310 D. BRITEWHITE -102 E. (E) LIGHT GRAY F. (E) DARK GRAY G. N/A .O. LOWER jE) PARAPET 26' - 6" 10 ih B.O. SOFFIT 13'-0" f2 0' -0" MANUFACTURER A. N/A B. DRYVIT C i 1 t7 I UK`N LA SEP 3 0 2019 P=^ia9i" CENTER _! o 04 Wo I LLI Q Q _ = W 0- ) o H Q U � uWi Elf Z W Ho 00 0 Z)LU ) m 1 < V {.1 � Z 3:Q F- 'S J W n`/' 0- O Q -1V 0_ 0) J ry O o t v ^ J <-/r� v Lb= 4 I^.J. -1) FO.,( CODE CO;Ie?'LIANCE APPie,OU'ED OCT 18 2019 City of Tukwila BUILDI-'G DIVISiOFV PROJECT NO.: 19076 PROJECT MGR.: NO DRAWN BY: NO, CF CHECKED BY: ML EXTERIOR ELEVATIONS A%n)m%fi%IA JACKSON I MAIN ARCHITECTURE P.S. ® 2019 EXTERIOR ELEVATION - REAR 3/32" = V-0" I ---------------I---- — - — - — ---I-- - ---- -- --- T.O. (E)PARAPET F-02-06--j 05.07 3' 11"BO.DECK 24'- 8" B.O. DECK T.O. LOWER-----�32' - 0" \-w -0� 2 -LE) PARAPET - — - — - — - — - — - — - — - — - — - — + ------------------ - 22' 4 1/2" B.O. DECK - — - — - — - — 1 112" B.O. DECK - — - 261- 611 10" B.O DECK - — - — - — 1',- 7" B.O. DECK ------T- -,B.O ROOF 7 21'- 9" B.O. TRUSS 19'- 5 1/2" B.O. TRUSS 20' - 2 1/2" B.O. TRUSS 'I�21'- 0" B.C. TRUSS IT - 1 V B.C. TRUSS 18'- 8" B.O. TRUSS 05.01 F-02-09-1 T— FINISH FLOOR —01 --oll-s NOTE: EXISTING ITEMS ARE TO BE USED FOR REFERENCE ONLY. EXISTING E-VV CROSS SECTION SHEET NOTES: A. ALL ITEMS ARE TO BE CONSIDERED EXISTING, UNLESS OTHERWISE NOTED B. REFER TO SHEET A2.01 FOR WALL ASSEMBLY INFORMATION. KEYNOTES: E--# T- NOTE 02.06 (E)ROOFTO REMAIN 02.09 (E) SLAB TO REMAIN. PROVIDE SMOOTH FOR INSTALL OF FINISH FLOOR! VERIFY IN FIELD IF LEVELING COMPOUND REQUIRED; CONFIRM NO DEVIATION GREATER THAN 1/8" WITHIN A 10 FOOT RADIUS. SLOPE OF ENTIRE SLAB SHOULD NOT EXCEED 3/4" IN 100'. 05.01 (E) METAL COLUMNS TO REMAIN; G.C. TO PROTECT DURING DEMOLITION & CONSTRUCTION, TYR 05.07 (E) TRUSS STRUCTURE TO REMAIN CITY i SEP 3 0 2019 PERMIT CENTER 7793 REGISTERS ARCHITECT ATT WE SE STATE OF IVASH'NGTOIN r) C) < U) Lu LL! C) oo ui oo 0) D o ry W > CL u- U) w n 0 C:) < C) 0 00 wW ' Lli cjf 3: 01-1 :D ui �e n Z w LLJ oo z m Wm Z T-- w () LLJ 00 U-<(D z r< E- 3: _j n Lu D - 0 < O to < u*) , v < m U) . ... T- F- ..... ........ . m L 1:7777-777- CODE Co�t,-,r-UNCE APPko'llkzlol 6 OCT 18 2019 City of Tukwila J."C BU'LDj:'G DMs-101\1 PROJECT NO.: 19076 PROJECT MGR.: ND DRAWN BY: CF CHECKED BY: ML BUILDING SECTION A A /I JACKSON I MAIN ARCHITECTURE P.S. 0 2019 T-OA-EEI EA—RAPET 32'- 0" NEE) PARAPET m--� 26' - 6" B.O. ROOF 2e- 1 W -'--W — B.O. SOFFIT - — - i s !iol - millillulaig p1wo"I'm WALL SECTION AT PARAPET 1/2" = 1'-0" KEYNOTES: NOTE akol --T(E) — ------------- -- CAST STONE SILL BEYOND TO REMAIN 04.02 �(E)SPLIT-FACE CMU VENEER BEYOND TO REMAIN 052 —0 1 (E) 6" STEEL STUDS @ 16" O.C. TO REMAIN 05.03 (E) 6" STEEL STUDS @ 24" O.C. TO REMAIN 05.04 FE) STEEL STRUCTURE TO REMAIN 65.65 (E) ROOF STRUCTURE TO REMAIN 05.06 (E) PARAPET FLASHING To REMAIN 05.07 (E) TRUSS STRUCTURE TO REMAIN 06.05 (E) 3/4" FIRE RETARDANT TREATED PLYWOOD CATWALK TO REMAIN 06.06 (E)i/2" EXTERIOR RGRADE PLYWOOD SHEATHING TO REMAIN 07.01 (E) R-19 KRAFT FACED BATT INSULATION TO REMAIN 07.02 (E) ROOF MEMBRANE OVER 4" RIGID INSULATION TO REMAIN 07.03 (E) MEMBRANE FLASHING EXTENDED UP PARAPET & OVER PARAPET BLOCKING TO REMAIN 08.05 (E) STOREFRONT SYSTEM TO REMAIN 09.03 (E) GLAZED CERAMICTILEBE REMOVED; PATCH AREA TO MATCH EXISTING ADJACENT MATERIAL 09.04 (E) 1/7GLASS-MAT GYPSUM SHEATHING TO REMAIN 09.05 (E)1 1/2" E.I.F.S. TO REMAIN -69.07 (E) 5/8" PLYWOOD SHEATHING TO REMAIN 09.08 (E) E.I.F.S. RETURN BEYOND 09.09 (E) E.I.F.S. BEYOND 69.10 (E) 5/8" EXTERIOR GYPSUM SOFFIT BOARD WITH CONTINUOUS GALVANIZED SCREEN VENT TO REMAIN —A.C.T. 69.11 (E) CEILING GRID AND TILES TO REMAIN 0912 (E) 5/8" GYP. ED. TO REMAIN 26.05 NEW ILLUMINATED SIGNAGE; CONNECT TO EXISTING J-BOX AND USE EXISTING BACKING FROM PREVIOUS SIGNAGE; SIGNAGE TO BE UNDER SEPARATE PERMIT 0% 15 R E -- E I V ED, C:TY OF TUKW:LA SEP 3 0 2019 PHP`,;?]T CENTER 7793 R REGISTERE I ARCHITECT A ATT _ E SE STATE OF WASH GTON n < ui W 0 ui 00 D 0) uj < F- 0- < LL U) UJ 0 < OC> Ld c/) w ry, w r) F- Z Lij 00 z w F- 00 Z T- ry uj C) Lu a) < Lj- < z W o < -3 (/) -j r ry O< C:U") r-- D < () U) T- �- z :E 0 :2 ,j) W LU W z 0 D m z- - ----- -------- O CODE C 0 E- '--TUANCE O� A pi� �LD Cl 1 8 2019 uj�v. of Tukwila "Ila pj OCT 18 2019 City of Tulmila EBULM-'G DiVI(-f'N PROJECT NO.: 19076 PROJECT MGR.: DSG DRAWN BY: DRW CHECKED BY: AOR WALL SECTION A4.0z JACKSON I MAIN ARCHITECTURE P.S. 0 2019 j t •�t t••' t MARK LOCATION TYPE DOOR FRAME ------- FIRE RATING STC --- COMMENTS - WIDTH — HEIGHT THICKNESS MATERIAL ------------- -- FINISH 1 HARDWARE MATERIAL FINISH -- 001 - ELECTRICAL ROOM A 3' - 0" 7' - 0" 1 3! I -- INSULATED HOLLOW METAL PAINT/ SEMI GLOSS 1 HOLLOW METAL PAINTi SEMI GLOSS - _ 002 ELECTRICAL ROOM A 3' - 0" T - 0" 1 3/4" INSULATED HOLLOW METAL PAINT! SEMI GLOSS 1 HOLLOW METAL PAINV SEMI GLOSS LANDLORD t••' t••' At 2" PER 2" 'SCHEDULEI v�- w i 0 w_ A� w a .\ M DOOR HARDWARE 1 (MANUFACTURER TO BE SELECTED BETWEEN LANDLORD AND TENANT) CLOSER THRESHHOLD CLOSER WEATHER SEAL LOCKSET 1 1/2 PAIR BUTT HINGES • PANIC HARDWARE WALL ASSEMBLY PER PLAN (E) CONCRETE TILT PANEL SHIM AS NEEDED SEALANT TO FORM CONTINUOUS PERIMETER ON EACH SIDE, TYPICAL FRAME PER SCHEDULE GROUT SOLID, TYPICAL 24 GA. GALVANIZED DRIP FLASHING AT DOOR. ATTACH WITH SCREWS AT S" O.C. PAINT TO MATCH FRAME. Z070: `� DOOR FRAME HEADER AT TILT PANEL / 3" 1 _ (E) CONCRETE TILT PANEL FRAME PER SCHEDULE, GROUT FULL, TYP. SILENCERS/ SEAL PER SCHEDULE DOOR PER SCHEDULE CONTINUOUS BACKER ROD AND SEALANT, EACH SIDE WALL ASSEMBLY PER PLAN 2 i DOOR FRAME JAMB AT TILT PANEL FRAME, BEYOND DOOR PER SCHEDULE A. CONTRACTOR TO COORDINATE REQUIRED UNDERCUT OF EACH SCHEDULED DOOR WITH SILL OR THRESHOLD DETAIL, FIRE RATING, AND ROOM MAKE-UP AIR REQUIREMENTS. B. CONTRACTOR IS RESPONSIBLE FOR THE PROPER INSTALLATION AND OPERATION OF SCHEDULED DOORS AND HARDWARE COMPLIANT WITH REQUIREMENTS OF THE ADA, ANSI, AND BUILDING CODE REQUIREMENTS. C. COORDINATE INSTALLATION OF HARDWARE WITH THE DOOR HAND. REFER TO DRAWINGS FOR DOOR SWING AND RELATIONSHIP TO FRAME. D. PROVIDE MANEUVERING CLEARANCES AT DOORS AS REQUIRED FOR ACCESSIBILITY COMPLIANCE PER FEDERAL AND STATE REQUIREMENTS. E. GLAZING USED IN DOORS AND GLAZING LOCATED WITHIN A 24-INCH ARC OF THE NEAREST VERTICAL EDGE OF A DOOR AND UP TO 60 INCHES ABOVE FINISH FLOOR AND AREAS SUBJECT TO HUMAN IMPACT OR OTHER HAZARDOUS LOCATIONS SHALL HAVE APPROVED SAFETY GLAZING MATERIAL AS DEFINED BY THE 20151BC. F. 1/4INCH IN 2 INCHES DOOR BEVEL, U.O.N. BY HARDWARE TEMPLATE REQUIREMENTS. G. HOLLOW METAL DOORS AND FRAMES SHALL BE SHOP PRIMED AND FIELD PAINTED, TYPICAL UNLESS OTHERWISE NOTED. H. WHERE EGRESS DOORS ARE USED IN PAIRS, APPROVED AUTOMATIC FLUSH BOLTS SHALL BE PERMITTED TO BE USED, PROVIDED THAT THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS HAS NO DOOR KNOB OR SURFACE -MOUNTED HARDWARE. 1. SIDELIGHT FRAMES AT HOLLOW METAL FRAMES: PROVIDE CLOSED TUBULAR MEMBERS WITH NO VISIBLE FACE SEAMS OR JOINTS, FABRICATED FROM SAME MATERIAL AS DOOR FRAME. FASTEN MEMBERS AT CROSSINGS AND TO JAMBS BY BUTT WELDING. J. PROVIDE COUNTERSUNK, FLAT- OR OVAL -HEAD EXPOSED SCREWS AND BOLTS FOR EXPOSED FASTENERS, TYPICAL UNLESS OTHERWISE NOTED. K. GROUT GUARDS AT HOLLOW METAL FRAMES: WELD GUARDS TO FRAME AT BACK OF HARDWARE MORTISES IN FRAMES SHALL BE GROUTED. L. FLOOR ANCHORS AT HOLLOW METAL FRAMES: WELD ANCHORS TO BOTTOMS OF JAMBS WITH AT LEAST FOUR SPOT WELDS PER ANCHOR; HOWEVER, FOR SLIP-ON GYPSUM FRAMES, PROVIDE ANCHOR CLIPS OR COUNTERSUNK HOLES AT BOTTOMS OFJAMBS. M. JAMB ANCHORS AT HOLLOW METAL FRAMES: PROVIDE NUMBER AND SPACING OF ANCHORS AS FOLLOWS: 1. STUD -WALL TYPE: LOCATE ANCHORS NOT MORE THAN 18-INCHES FROM TOP AND BOTTOM OF FRAME. SPACE ANCHORS NOT MORE THAN 32-INCHES O.C. AND AS FOLLOWS: • THREE ANCHORS PER JAMB UP TO 60-INCHES HIGH. FOUR ANCHORS PER JAMB FROM 60 TO 90-INCHES HIGH. • FIVE ANCHORS PER JAMB FROM 90 TO 96-INCHES HIGH. • FIVE ANCHORS PER JAMB PLUS ONE ADDITIONAL ANCHOR PER JAMB FOR EACH 24-INCHES OR FRACTION THEREOF ABOVE 96-INCHES HIGH. 2. POST INSTALLED EXPANSION TYPE: LOCATE ANCHORS NOT MORE THAN 6 INCHES FROM TOP AND BOTTOM OF FRAME. SPACE ANCHORS NOT MORE THAN 26INCHES ON CENTER, N. HEAD ANCHORS AT HOLLOW METAL FRAMES: PROVIDE TWO ANCHORS PER HEAD FOR FRAMES MORE THAN 42-INCHES WIDE. 0. PROVIDE DOOR SILENCERS WHERE LIGHT / SOUND GASKETS OR WEATHER STRIPPING IS NOT OTHERWISE REQUIRED. DRILL STOPS TO RECEIVE DOOR SILENCERS AS FOLLOWS. KEEP HOLES CLEAR DURING CONSTRUCTION. 1. SINGLE -DOOR FRAMES: DRILL STOP IN STRIKE JAMB TO RECEIVE THREE DOOR SILENCERS. 2. DOUBLE -DOOR FRAMES: DRILL STOP IN HEAD JAMB TO RECEIVE TWO DOOR SILENCERS. P. SINGLE SOURCE ALL DOORS AND FRAMES. ALL FIRE DOOR AND FRAME ASSEMBLIES SHALL BE PERMANENTLY LABELED. Q. TOPS AND BOTTOMS OF ALL DOORS EXPOSED TO WEATHER SHALL BE PAINTED. R. PROVIDE COMPLETE WEATHER STRIPPING AT ALL EXTERIOR DOORS. S. EXTERIOR GLAZING SHALL BE THERMAL INSULATING. T. EXTERIOR PERSONNEL DOORS SHALL BE INSULATED. U. DOOR HARDWARE, FINISHES AND MANUFACTURER BY OWNER. V. WHERE DOOR CLOSERS ARE PROVIDED, THEY SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MINIMUM, DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS. W. DOORS WHERE HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ARE PROVIDED SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR. WHERE LOCKS ARE BEING PROVIDED ONLY FOR SECURITY PURPOSES AND NOT USED FOR NORMAL OPERATION, THEY WILL BE PERMITTED AT ANY LOCATION. X. REFER TO'WINDOW SCHEDULE'AND'WINDOW TYPES' DRAWINGS FOR INFORMATION CONCERNING GLAZING NOT SHOWN ON'DOOR TYPES AND FRAMES' DRAWING. Y. SECURITY -ACCESS CONTROLS FURNISHED BY CONTRACTOR; ACCESS CONTROLS TO BE VERIFIED BY OWNER, Z. HARDWARE IS OWNER -SELECTED; CONTRACTOR FURNISHED AND INSTALLED, AA. WHERE TWO OR MORE GLAZING DESIGNATIONS ARE GIVEN, REFERENCE THE BUILDING ELEVATIONS FOR LOCATIONS OF PARTICULAR GLAZING TYPES. BB. REFER TO DETAIL SHEETS FOR TYPICAL FLASHING CONFIGURATIONS, THERM. BROKEN ANODIZED ALUMINUM THRESHOLD. In MAX. HEIGHT: 11Z' 5w' N —� CODE 10 r LANCE _ APPa-O LD FINISH FLOOR ELEVATION DOOR THRESHOLD 3 8" = 1'-0" OCT 18 2019 City of Tukwila ACCESSIBILITY DOOR CLEARANCES: 1 NOTES: DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32INCHES MINIMUM. REQUIRED CLEAR FLOOR SPACES ARE TO BE FLAT. 2% SLOPE MAX. AWAY FROM DOOR OR CROSSING CLEAR FLOOR SPACE IN ANY DIRECTION FOR DRAINAGE. DOORS IN ALCOVES SHALL COMPLY WITH FORWARD APPROACHES. INDICATES APPROACH DIRECTION - r - - - I [S z z S .2 77 i I I I � 24" - - MIN. MINN. NOTE: *48" MIN IS CLOSER IS PROVIDED � I I � I I � 12"' MIN —F NOTE: *IF BOTH CLOSER AND LATCH ARE PROVIDED � � I 'dN g I S I I I 12"* rMIN MIN. NOTE: *IF BOTH CLOSER AND LATCH ARE PROVIDED **48" MIN IF BOTH CLOSER AND LATCH PROVIDED I I I I o Z �S> co g Z I I I „ 42' MIN. NOTE: *54" MIN IF CLOSER IS PROVIDED 7793 REGISTERE AflCHITECT ATT W E SE STATE OF 1111HINGTON J O W_ 04 !— ILL! O oo © W <( a Q = J 0- _-) O � Q00 U cWn 1 ry ry ',t D W �- Q� z Z W W m t- 00 : ) 0fn v m U_ Q V z .I W D' .� 0 v� u 6L O n V) T-- �-- C in N F_ Of Of U' Z 0 s m filsi REC'EI'✓E.'D C2 Y 07 T UXVViLA SEP 3 0 2019 PEP,MiT CENT FFR PROJECT NO.: 19076 PROJECT MGR.: NO DRAWN BY: ND CHECKED BY: ML DOOR SCHEDULE & DETAILS %0" 1 AT JACKSON I MAIN ARCHITECTURE P.S. 0 2019 4 WN 0 l"FOR, ~ ' a :6 r { II TO BE REMOVED NEW _ I� Ill - Q1- _ t (E) CONC. OR WALL SAWCUT OPENING DE a I 'Oro Maw i)410F• RE EIVEJ CITY OF TL K`ML ; SEP 3 0 2019 SWENSON SAY FAGft Aft 1E11IT CENTER A STRUCTURAL ENGINEERING CORPORATION —4 Third Avenue - Suite too • Seattle, WA 98— ph: -6.gg3,6212 faz:206.443.4870 •• ' File RE-Oi -02 stole i 3!4' = 1'-0" rdte {Typical Sawcut Opening in Existing Concrete Wall aoxes One " _I o J w 1= w o �rn a O ry W Q _ r W Q U 0° cWn w a H Z W 00 U Oo = U� va' < u_ Q r -jZ w0-p n3: O� n u) _ O L Cn Q LO Y Q EL U) CODECO., 'Ll: PJCE OCT 18 2019 City of Tukwila BU LLDI: G D11V;,,'ON SAWCUT OPENING DETAIL JACKSON I MAIN ARCHITECTURE P.S.02019 a N FWATIMUMuff-lyfrolliIN 0 DIAMETER, PHASE F FIRE SPRINKLER P PRESSURE, PUMP °F DEGREES FAHRENHEIT PC PUMPED CONDENSATE ABV ABOVE FC FLEXIBLE CONNECTOR, FLUID COOLER PD PRESSURE DROP AC AIR CONDITIONING UNIT FCU FAN COIL UNIT PERF PERFORATED AD AREA DRAIN, ACCESS DOOR FD FLOOR DRAIN PH PHASE ADA AMERICANS WITH DISABILITIES ACT F/D FIRE DAMPER PIV POST INDICATOR VALVE AFF ABOVE FINISHED FLOOR FDC FIRE DEPARTMENT CONNECTION POC POINT OF CONNECTION AFUE ANNUAL FUEL UTILIZATION EFFICIENCY FFD FUNNEL FLOOR DRAIN PRESS PRESSURE AHJ AUTHORITY HAVING JURISDICTION FLA FULL LOAD AMPS PRV PRESSURE REDUCING VALVE AHU AIR HANDLING UNIT FLR FLOOR PSI POUNDS PER SQUARE INCH ALT ALTERNATE FLEX FLEXIBLE PSIG POUNDS PER SQUARE INCH GAUGE ALUM ALUMINUM FP FIRE PROTECTION, FIRE PUMP PSIA POUNDS PER SQUARE INCH ABSOLUTE AMB AMBIENT FPM FEET PER MINUTE PTRV PRESSUREITEMPERATURE RELIEF VALVE APO AIR PRESSURE DROP FPS FEET PER SECOND PU PUMP APPROX APPROXIMATE FS FLOOR SINK PVC POLYVINYL CHLORIDE ARCH ARCHITECT F/S/D COMBINATION FIRE SMOKE DAMPER AMERICAN SOCIETY OF HEATING, REFRIGERATION FT FEET, FINNED TUBE CITY QUANTITY ASHRAE AND AIR-CONDITIONING ENGINEERS, INC. FV FACE VELOCITY ATM ATMOSPHERE R REFRIGERANT PIPING G GAS RA RETURN AIR BDD BACKDRAFT DAMPER GAL GALLON RAF RETURN/RELIEF AIR FAN BF BELOW FLOOR GALV GALVANIZED RAG RETURN AIR GRILLE BFF BELOW FINISHED FLOOR GC GENERAL CONTRACTOR RAH RADIANT HEATER BHP BRAKE HORSEPOWER GFU GAS FIRED UNIT RCP REFLECTED CEILING PLAN BLDG BUILDING GPD GALLONS PER DAY RD ROOF DRAIN BLW BELOW GPH GALLONS PER HOUR REF REFERENCE, RETURN/EXHAUST FAN BOD BOTTOM OF DUCT GPM GALLONS PER MINUTE REG REGISTER BOP BOTTOM OF PIPE GPR GAS PRESSURE REGULATOR REL RELIEF BOT BOTTOM GR GRILLE REQD REQUIRED BTU BRITISH THERMAL UNIT GRD GRILLES, REGISTERS, AND DIFFUSERS RET RETURN BTUH BRITISH THERMAL UNIT PER HOUR GWB GYPSUM WALLBOARD RF RETURN FAN RG RETURN GRILLE C CONDENSATE DRAIN PIPING HB HOSE BIBB RH RELATIVE HUMIDITY, ROOF HOOD CAP CAPACITY HC HEATING COIL RHC REHEAT COIL CC COOLING COIL HD HEAD RLA RATED LOAD AMPS CD CEILING DIFFUSER HOR HORIZONTAL RM ROOM CFH CUBIC FEET PER HOUR HP HEAT PUMP, HORSEPOWER RPM REVOLUTIONS PER MINUTE CFM CUBIC FEET PER MINUTE HR HOUR RTU ROOFTOP UNIT CI CAST IRON HRU HEAT RECOVERY UNIT RV RELIEF VALVE CL CENTER LINE HT HEIGHT CLG CEILING HTR HEATER SA SUPPLYAIR CMU CONCRETE MASONRY UNIT HX HEAT EXCHANGER SAD SUPPLY AIR DIFFUSER CO CLEANOUT HVAC HEATING, VENTILATION & AIR CONDITIONING SAT SUPPLY AIR TEMPERATURE COMB COMBUSTION, COMBINATION HZ HERTZ SCFM STANDARD CUBIC FEET PER MINUTE COND CONDENSATE SCH SCHEDULE CONN CONNECTION IAQ INDOOR AIR QUALITY SCHEM SCHEMATIC CONT CONTINUE, CONTROL IN INCH SID SMOKE DAMPER CONTR CONTRACTOR INCL INCLUDING SF SUPPLY FAN, SQUARE FOOT COP COEFFICIENT OF PERFORMANCE INT INTERNAL SG SUPPLY GRILLE CP CONDENSATE PUMP INV INVERT SL REFRIGERANT SUCTION LINE CT COOLING TOWER ISP INTERNAL STATIC PRESSURE SHEET METAL AND AIR CONDITIONING CU CONDENSING UNIT, CUBIC SMACNA CONTRACTORS' NATIONAL ASSOCIATION, INC. CV CHECK VALVE, CONSTANT VOLUME KW KILOWATT SP STATIC PRESSURE CW DOMESTIC COLD WATER SPEC SPECIFICATION L LENGTH SQ SQUARE DB DRY BULB LAT LEAVING AIR TEMPERATURE SRV SAFETY RELIEF VALVE DC DUCT COIL, DUST COLLECTOR LAV LAVATORY SS STAINLESS STEEL DDC DIRECT DIGITAL CONTROL LB POUND ST STORAGE TANK, SOUND TRAP DEPT DEPARTMENT LBS/HR POUNDS PER HOUR STD STANDARD DEG DEGREE LD LINEAR DIFFUSER STM STEAM DF DRINKING FOUNTAIN LF LINEAR FEET STR STARTER, STRUCTURAL DH DUCT HEATER LL REFRIGERANT LIQUID LINE SUCT SUCTION DI DUCTILE IRON LRA LOCKED ROTOR AMPS SUP SUPPLY DIA DIAMETER LVG LEAVING DIAG DIAGRAM LVR LOUVER TAB TESTING, ADJUSTING AND BALANCING DIFF DIFFERENTIAL LWT LEAVING WATER TEMPERATURE TDH TOTAL DYNAMIC HEAD DIM DIMENSION TEMP TEMPERATURE DN DOWN MAT MIXED AIR TEMPERATURE TG TRANSFER GRILLE DP DIFFERENTIAL PRESSURE MAV MANUAL AIR VENT TOO TOP OF DUCT DX DIRECT EXPANSION MAX MAXIMUM TOF TOP OF FOOTING DWG DRAWING MBH THOUSANDS OF BTUH TOP TOP OF PIPE MCA MINIMUM CIRCUIT AMPACITY TP TOTAL PRESSURE (E) EXISTING MECH MECHANICAL TPRV TEMPERATURE/PRESSURE RELIEF VALVE EA EACH, EXHAUST AIR MED MEDIUM TSP TOTAL STATIC PRESSURE EAT ENTERING AIR TEMPERATURE MERV MINIMUM EFFICIENCY REPORTING VALUE T'STAT THERMOSTAT ECG EGGCRATE GRILLE MFR MANUFACTURER TU TERMINAL UNIT EDH ELECTRIC DUCT HEATER MIN MINIMUM TYP TYPICAL EER ENERGY EFFICIENCY RATIO MISC MISCELLANEOUS EF EXHAUST FAN MOCP MAXIMUM OVERCURRENT PROTECTION UH UNIT HEATER EFF EFFICIENCY MPC MEDIUM PRESSURE CONDENSATE UNOCC UNOCCUPIED EG EXHAUST GRILLE MPG MEDIUM PRESSURE GAS EJ EXPANSION JOINT MPS MEDIUM PRESSURE STEAM V VENT, VOLTS ELEC ELECTRIC MS MOP SINK VAV VARIABLE AIR VOLUME UNIT ELEV ELEVATION MTD MOUNTED VD VOLUME DAMPER EMCS ENERGY MANAGEMENT CONTROL SYSTEM MU MAKEUP WATER VEL VELOCITY ENT ENTERING MUA MAKEUP AIR UNIT VENT VENTILATION, VENTILATOR EQUIP EQUIPMENT VFD VARIABLE FREQUENCY DRIVE ESP EXTERNAL STATIC PRESSURE (N) NEW VTR VENT THRU ROOF ET EXPANSION TANK NA NOT APPLICABLE ETC AND SO FORTH NC NOISE CRITERIA, NORMALLY CLOSED W WASTE, WATT, WIDTH EUH ELECTRIC UNIT HEATER NEG NEGATIVE W/ WITH EVAP EVAPORATOR, EVAPORATIVE NO NORMALLY OPEN WB WET BULB EW EYE WASH NO. NUMBER W/O WITHOUT EWC ELECTRIC WATER COOLER NOM NOMINAL WPD WATER PRESSURE DROP EWH ELECTRIC WATER HEATER NTS NOT TO SCALE WSEC WASHINGTON STATE ENERGY CODE EWT ENTERING WATER TEMPERATURE WSFU WATER SUPPLY FIXTURE UNIT EX EXHAUST 02 OXYGEN WT WEIGHT EXT EXTERIOR, EXTERNAL CA OUTSIDE AIR WTD WATER TEMPERATURE DROP OAT OUTSIDE AIR TEMPERATURE OBD OPPOSED BLADE DAMPER OC ON CENTER OCC OCCUPIED OSA OUTSIDE AIR OT OFF TOP OV OUTLET VELOCITY »9:4 :a0Eel ay/kI-.101 NEW MECHANICAL WORK EXISTING MECHANICAL WORK EXISTING MECHANICAL WORK TO BE DEMOLISHED — — — — — — — ENLARGED PLAN BORDER MATCHLINE 1 MX.X SECTION IDENTIFIER P DETAIL OR DRAWING IDENTIFIER \( REVISION CLOUD INDICATES WHERE ^ ^ / SECTION APPEARS Q INDICATES REVISION & NUMBER FLAG NOTE AHU-XXX EQUIPMENT IDENTIFIER POINT OF CONNECTION NORTH ARROW MECHANICAL ACCESS _ J PLUMBING LINE DESIGNATION SYMBOLS - DOMESTIC COLD WATER (POTABLE) -- DOMESTIC HOT WATER (POTABLE) DOMESTIC HOT WATER CIRCULATING (POTABLE) — NPCV — NON -POTABLE COLD WATER — N'HV — NON -POTABLE HOT WATER — NPNVC — NON -POTABLE HOT WATER CIRCULATING DtR IRRIGATION WATER SANITARY SEWER ABOVEGROUND SANITARY SEWER UNDERGROUND — — — — — — — VENT PIPING 6V GREASE WASTE ABOVEGROUND - - GREASE WASTE UNDERGROUND AY ACID RESISTANT (CHEMICAL) WASTE ABOVEGROUND - —AV- ACID RESISTANT (CHEMICAL) WASTE UNDERGROUND AV ACID RESISTANT (CHEMICAL) VENT PIPING A COMPRESSED AIR VAC VACUUM RVL RAIN WATER LEADER — ORVL — OVERFLOW RAIN WATER LEADER HVAC PIPING LINE DESIGNATION SYMBOLS HVS HEATING WATER SUPPLY HVR HEATING WATER RETURN — CHVS — CHILLED WATER SUPPLY — CHVR — CHILLED WATER RETURN DTS DUAL TEMPERATURE HEATING AND COOLING WATER SUPPLY DTR DUAL TEMPERATURE HEATING AND COOLING WATER RETURN CVS CONDENSER WATER SUPPLY CVR CONDENSER WATER RETURN — WVS — GLYCOL COOLING WATER SUPPLY — GM — GLYCOL COOLING WATER RETURN NJ MAKEUP WATER C CONDENSATE DRAIN PIPING WS HIGH PRESSURE STEAM NHS MEDIUM PRESSURE STEAM LPS LOW PRESSURE STEAM HPC HIGH PRESSURE CONDENSATE NBC MEDIUM PRESSURE CONDENSATE LPC LOW PRESSURE CONDENSATE PC PUMPED CONDENSATE LL REFRIGERANT LIQUID LINE SL REFRIGERANT SUCTION LINE G LOW PRESSURE NATURAL GAS NAG MEDIUM PRESSURE NATURAL GAS FO FUEL OIL FOV FUEL OIL VENT FIRE PROTECTION LINE DESIGNATION SYMBOLS F FIRE SPRINKLER FD DRY FIRE SPRINKLER PIPING ELEMENTSNALVING -fl4- VALVE --1�1— CHECK VALVE —01— BALANCING VALVE --IiF— THREE WAY CONTROL VALVE I� TWO WAY CONTROL VALVE SOLENOID VALVE ppa PRESSURE REDUCING VALVE (PRV) TEMPERATURE/PRESSURE RELIEF VALVE RELIEF/SAFETY VALVE MANUAL AIR VENT AAVQ AUTOMATIC AIR VENT (EXTEND DISCHARGE TO DRAIN) FM - PQ FLOW METER AUTOMATIC FLOW CONTROL VALVE DIRECTION OF FLOW R D DIRECTION OF PITCH -RISE OR DROP --i o STRAINER t't STRAINER WITH BLOW OFF VALVE UNION ANCHOR = GUIDE QFS FLOW SWITCH QTT TEMPERATURE TRANSMITTER QPT/PS PRESSURE TRANSMITTER OR PRESSURE SWITCH PRESSURE GAUGE THERMOMETER Q AQUASTAT GAUGE WITH GAUGE COCK & SIPHON (STEAM) gg plQ GAS PRESSURE REGULATOR T TEMPERATUREIPRESSURE TEST PORT 0 BASKETSTRAINER STEAM TRAP EXPANSION JOINT —Ng VACUUM BREAKER --F_'1— FLEXIBLE CONNECTOR �— WATER METER GM GAS METER PUMP ----- SPRINKLER HEAD BACKFLOW PREVENTION DEVICE (REDUCED ZONE) BACKFLOW PREVENTION DEVICE (DOUBLE CHECK VALVE ASSEMBLY) WATER HAMMER ARRESTER F� HOSE BIBB QO ROOF DRAIN FLOOR DRAIN ® FLOOR SINK oFCO CLEAN-OUT(FLOOR) jWCO CLEAN -OUT (WALL) --{NCO CLEAN -OUT 2 PIPE CONTINUES —� PIPE CAP OVTR VENT THRU ROOF ® TRENCH DRAIN 0 PIPE RISING UP PIPE DROPPING DOWN PIPE CONNECTION —e— PIPE CONNECTION DOWN MECHANICAL SHEET INDEX DUCTWORK SYMBOLS M0.1 INDEX, GENERAL NOTES, LEGENDS NEW DUCTWORK M0.2 MECHANICAL SCHEDULES MD2.1 HVAC DEMOLITION PLANS - LEVEL 1 ' - RISE OR DROP DIRECTION OF AIR FLOW MD2.2 HVAC DEMOLITION PLANS - ROOF _ _ _ _ _ _ _ INTERNALLY LINED DUCT M2.1 HVAC PLANS - LEVEL 1 M2.2 HVAC PLANS - ROOF MANUAL VOLUME DAMPER BDD BACKDRAFT DAMPER MOTOR OPERATED DAMPER DUCT SMOKE DETECTOR FIRE DAMPER SMOKE DAMPER �� COMBINATION FIRE/SMOKE DAMPER 00 HORIZONTAL FIRE DAMPER *ER HORIZONTAL SMOKE DAMPER tm HORIZONTAL COMBINATION I+9 FIRE/SMOKE DAMPER FLEXIBLE CONNECTION UC UNDERCUT DOOR ® ® SUPPLY AIR DUCT SECTION GRETURN OR OUTSIDE AIR DUCT SECTION ® M EXHAUST AIR DUCT SECTION RECTANGULAR DUCT UP RECTANGULAR DUCT DOWN ROUND DUCT UP p� SLY ROUND DUCT DOWN FLEXIBLE DUCTWORK DIFFUSER, REGISTER, AND GRILLE SYMBOLS QN-F—M AIR DEVICE TAG ® SUPPLY DIFFUSER RETURN OR RELIEF GRILLE ® EXHAUSTGRILLE SIDEWALL GRILLE (SUPPLY), LOUVER (EXHAUST OR RETURN) SIDEWALL GRILLE (RETURN OR EXHAUST), �— LOUVER (OUTSIDE) c == LINEAR GRILLE © ROUND DIFFUSER L %0'Tfw� ® ROOM THERMOSTAT SENSOR "THERMOSTAT' QS FLAT PLATE TEMPERATURE SENSOR ® ROOM PRESSURE SENSOR ® ROOM HUMIDITY SENSOR ® ROOM CARBON MONOXIDE SENSOR CO ROOM CARBON DIOXIDE SENSOR Na ROOM NITROGEN DIOXIDE SENSOR OS OCCUPANCY SENSOR VARIABLE FREQUENCY DRIVE T® STARTER OR STARTER/DISCONNECT FDRJ DIRECT DIGITAL CONTROL PANEL DP DIFFERENTIAL PRESSURE TRANSMITTER ----------- CONTROLWIRING $ SWITCH I x� RECEIVE C9TY Or T UKW:LA SEP 3 00 2019 CEP, • N1,,1`f�IJl1 APPRO V A L 10 REQUIRED JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324A800 WW W.JACKSONMAIN.COM N �8 W W Z s z 80 W �n O N r I --' O U) 00 a) c I Lli I.L �1 W �Z Q. 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CONTRACTOR TO VERIFY EXISTING CONDITIONS. _ FLAG NOTES: 1 ) 8 1 DEMOLISH EXISTING GAS FIRED HEATER. DEMOLISH ' / �� } EXHAUST DUCT THROUGH ROOF. INSTALL NEW ROOF SYSTEM AND ROOF RIGID INSULATION SYSTEM TO MATCH EXISTINGOD W/ PROPER OVERLAP TO PREVENT LEAKAGE. INSTALL I I i I /\ ; i - - - - - �' - - --- - - _- G Ni I �l I I I I I it i i i I I' Li o , I i , i Ii i I, I i ; l I I � --- - ----- ------ --�- --- Jj ��---� 1----- �� -- - -- - - -- L I i \ I , I j d -�� SEPARATE PERM ITAND APPROVAL REaUlSED RE yEIV-D. 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CASE ENGINEERING Consulting Electrical Engineers 79575 North Greek Parkway, Suite 302 Bothell, WA 98011 Phone: 425-002-9400 www.caseeng.comUj 000 0 W +7Ci Z z z z 0 0 a w E > a it 0 V h S N Z - w o � PROJECT NO.: 19212 PROJECT MGR.: SG DRAWN BY: CP CHECKED BY: MSC ELECTRICAL LEGEND & SCHEDULES JACKSON MAIN ARCHITECTURE P.S. 020'IS ASHLE'( FURNITURE HOMEGOODS TENANT TENANT FUTURE TENANTS e NEW MAIN DISTRIBUTION PANEL (MDP) I 1600A, 208Y/12OV, 30, 4W SECTION 1 SECTION 2 SECTION 3 C/T C/T THREE 20OA/3P METERED SEVICES o o 600A/3°P) OA/-1P 60 o) INCOMING ago TO UTILITY RISER DIAGRAM NOT TO SCALE CITY() TU'K'vvli; SEP 3 0 2019 PERMIT CENTER 0 31 SEPARATE PERMIT AND APPROVAL REQUIRED CASE ENGINEERING Consulting Electrical Engineers 19515 North Creek Parkway, SO a 302 Bothell, WA 98011 Phone. 425402-9400 www.caseeng.com W 0� n :D W W 00 z Z 00 W T- (-) op X -r 0*) U- X 3: 0:) X W W U) < 0 < CL (/) p O cS PROJECT NO.: 19212 PROJECT MGR.: SG DRAWN BY: CP CHECKED BY: MSC RISER DIAGRAM Ev. JACKSON I MAIN ARCHITECTURE P.S.02018 REFER TO ENLARGED ELECTRICAL ROOM PLAN, THIS SHEET-] ---- - - el 101 ------- 0, E01 ----- Foll POWER/COMMUNICATIONS PLAN NORTH SCALE: 1/16" = V-0" G TELEPHONE TERMINAL � al!" 1-1 - -..- SCALE: 1/4" = V-0" z , 0 0 0 O PROJECT NO,: 19212 PROJECT MGR.: SG DRAWN BY: CP CHECKED BY: MSC POWER/COMM FLOOR PLAN E A A JACKSON I MAIN ARCHITECTURE P.&02018 2 a N m N rn m UATI-TUMN 1 • 1. 0 DIAMETER, PHASE F FIRE SPRINKLER P PRESSURE, PUMP -F DEGREES FAHRENHEIT PC PUMPED CONDENSATE ABV ABOVE FC FLEXIBLE CONNECTOR, FLUID COOLER PD PRESSURE DROP AC AIR CONDITIONING UNIT FCU FAN COIL UNIT PERF PERFORATED AD AREA DRAIN, ACCESS DOOR FD FLOOR DRAIN PH PHASE ADA AMERICANS WITH DISABILITIES ACT F/D FIRE DAMPER PIV POST INDICATOR VALVE AFF ABOVE FINISHED FLOOR FDC FIRE DEPARTMENT CONNECTION POC POINT OF CONNECTION AFUE ANNUAL FUEL UTILIZATION EFFICIENCY FFD FUNNEL FLOOR DRAIN PRESS PRESSURE AHJ AUTHORITY HAVING JURISDICTION FLA FULL LOAD AMPS PRV PRESSURE REDUCING VALVE AHU AIR HANDLING UNIT FLR FLOOR PSI POUNDS PER SQUARE INCH ALT ALTERNATE FLEX FLEXIBLE PSIG POUNDS PER SQUARE INCH GAUGE ALUM ALUMINUM FP FIRE PROTECTION, FIRE PUMP PSIA POUNDS PER SQUARE INCH ABSOLUTE AMB AMBIENT FPM FEET PER MINUTE PTRV PRESSURE(TEMPERATURE RELIEF VALVE APD AIR PRESSURE DROP FPS FEET PER SECOND PU PUMP APPROX APPROXIMATE FS FLOOR SINK PVC POLYVINYL CHLORIDE ARCH ARCHITECT F/S/D COMBINATION FIRE SMOKE DAMPER AMERICAN SOCIETY OF HEATING, REFRIGERATION FT FEET, FINNED TUBE QTY QUANTITY ASHRAE AND AIR-CONDITIONING ENGINEERS, INC. FV FACE VELOCITY ATM ATMOSPHERE R REFRIGERANT PIPING G GAS RA RETURN AIR BDD BACKDRAFT DAMPER GAL GALLON RAF RETURN/RELIEF AIR FAN BF BELOW FLOOR GALV GALVANIZED RAG RETURN AIR GRILLE BFF BELOW FINISHED FLOOR GC GENERAL CONTRACTOR RAH RADIANT HEATER BHP BRAKE HORSEPOWER GFU GAS FIRED UNIT RCP REFLECTED CEILING PLAN BLDG BUILDING GPD GALLONS PER DAY RD ROOF DRAIN BLW BELOW GPH GALLONS PER HOUR REF REFERENCE, RETURN/EXHAUST FAN BOD BOTTOM OF DUCT GPM GALLONS PER MINUTE REG REGISTER BOP BOTTOM OF PIPE GPR GAS PRESSURE REGULATOR REL RELIEF BOT BOTTOM GR GRILLE REQD REQUIRED BTU BRITISH THERMAL UNIT GRD GRILLES, REGISTERS, AND DIFFUSERS RET RETURN BTUH BRITISH THERMAL UNIT PER HOUR GWB GYPSUM WALLBOARD RF RETURN FAN RG RETURN GRILLE C CONDENSATE DRAIN PIPING HS HOSE BIBB RH RELATIVE HUMIDITY, ROOF HOOD CAP CAPACITY HC HEATING COIL RHC REHEAT COIL CC COOLING COIL HD HEAD RLA RATED LOAD AMPS CD CEILING DIFFUSER HOR HORIZONTAL RM ROOM CFH CUBIC FEET PER HOUR HP HEAT PUMP, HORSEPOWER RPM REVOLUTIONS PER MINUTE CFM CUBIC FEET PER MINUTE HR HOUR RTU ROOFTOP UNIT CI CAST IRON HRU HEAT RECOVERY UNIT RV RELIEF VALVE CL CENTER LINE HT HEIGHT CLG CEILING HTR HEATER SA SUPPLYAIR CMU CONCRETE MASONRY UNIT HX HEAT EXCHANGER SAD SUPPLY AIR DIFFUSER CO CLEANOUT HVAC HEATING, VENTILATION & AIR CONDITIONING SAT SUPPLY AIR TEMPERATURE COMB COMBUSTION, COMBINATION HZ HERTZ SCFM STANDARD CUBIC FEET PER MINUTE COND CONDENSATE SCH SCHEDULE CONN CONNECTION IAQ INDOOR AIR QUALITY SCHEM SCHEMATIC CONT CONTINUE, CONTROL IN INCH S/D SMOKE DAMPER CONTR CONTRACTOR INCL INCLUDING SF SUPPLY FAN, SQUARE FOOT COP COEFFICIENT OF PERFORMANCE INT INTERNAL SG SUPPLY GRILLE CP CONDENSATE PUMP INV INVERT SL REFRIGERANT SUCTION LINE CT COOLING TOWER ISP INTERNAL STATIC PRESSURE SHEET METAL AND AIR CONDITIONING CU CONDENSING UNIT, CUBIC SMACNA CONTRACTORS' NATIONAL ASSOCIATION, INC. CV CHECK VALVE, CONSTANT VOLUME KW KILOWATT SP STATIC PRESSURE CW DOMESTIC COLD WATER SPEC SPECIFICATION L LENGTH SQ SQUARE DB DRY BULB LAT LEAVING AIR TEMPERATURE SRV SAFETY RELIEF VALVE DC DUCT COIL, DUST COLLECTOR LAV LAVATORY SS STAINLESS STEEL DDC DIRECT DIGITAL CONTROL LB POUND ST STORAGE TANK, SOUND TRAP DEPT DEPARTMENT LBS/HR POUNDS PER HOUR STD STANDARD DEG DEGREE LD LINEAR DIFFUSER STM STEAM DF DRINKING FOUNTAIN LF LINEAR FEET STR STARTER, STRUCTURAL DH DUCT HEATER LL REFRIGERANT LIQUID LINE SUCT SUCTION DI DUCTILE IRON LRA LOCKED ROTOR AMPS SUP SUPPLY DIA DIAMETER LVG LEAVING DIAG DIAGRAM LVR LOUVER TAB TESTING, ADJUSTING AND BALANCING DIFF DIFFERENTIAL LWT LEAVING WATER TEMPERATURE TDH TOTAL DYNAMIC HEAD DIM DIMENSION TEMP TEMPERATURE DN DOWN MAT MIXED AIR TEMPERATURE TG TRANSFER GRILLE DP DIFFERENTIAL PRESSURE MAV MANUAL AIR VENT TOD TOP OF DUCT DX DIRECT EXPANSION MAX MAXIMUM TOF TOP OF FOOTING DWG DRAWING MBH THOUSANDS OF BTUH TOP TOP OF PIPE MCA MINIMUM CIRCUIT AMPACITY TP TOTAL PRESSURE (E) EXISTING MECH MECHANICAL TPRV TEMPERATURE/PRESSURE RELIEF VALVE EA EACH, EXHAUST AIR MED MEDIUM TSP TOTAL STATIC PRESSURE EAT ENTERING AIR TEMPERATURE MERV MINIMUM EFFICIENCY REPORTING VALUE T'STAT THERMOSTAT ECG EGGCRATE GRILLE MFR MANUFACTURER TU TERMINAL UNIT EDH ELECTRIC DUCT HEATER MIN MINIMUM TYP TYPICAL EER ENERGY EFFICIENCY RATIO MISC MISCELLANEOUS EF EXHAUST FAN MOCP MAXIMUM OVERCURRENT PROTECTION UH UNIT HEATER EFF EFFICIENCY MPC MEDIUM PRESSURE CONDENSATE UNOCC UNOCCUPIED EG EXHAUST GRILLE MPG MEDIUM PRESSURE GAS EJ EXPANSION JOINT MPS MEDIUM PRESSURE STEAM V VENT, VOLTS ELEC ELECTRIC MS MOP SINK VAV VARIABLE AIR VOLUME UNIT ELEV ELEVATION MTD MOUNTED VD VOLUME DAMPER EMCS ENERGY MANAGEMENT CONTROL SYSTEM MU MAKEUP WATER VEL VELOCITY ENT ENTERING MUA MAKEUP AIR UNIT VENT VENTILATION, VENTILATOR EQUIP EQUIPMENT VFD VARIABLE FREQUENCY DRIVE ESP EXTERNAL STATIC PRESSURE (N) NEW VTR VENT THRU ROOF ET EXPANSION TANK NA NOTAPPLICABLE ETC AND SO FORTH NC NOISE CRITERIA, NORMALLY CLOSED W WASTE, WATT, WIDTH EUH ELECTRIC UNIT HEATER NEG NEGATIVE W/ WITH EVAP EVAPORATOR, EVAPORATIVE NO NORMALLY OPEN WB WET BULB EW EYE WASH NO. NUMBER W/O WITHOUT EWC ELECTRIC WATER COOLER NOM NOMINAL WPD WATER PRESSURE DROP EWH ELECTRIC WATER HEATER NTS NOT TO SCALE WSEC WASHINGTON STATE ENERGY CODE EWT ENTERING WATER TEMPERATURE WSFU WATER SUPPLY FIXTURE UNIT EX EXHAUST 02 OXYGEN WT WEIGHT EXT EXTERIOR, EXTERNAL OA OUTSIDEAIR WTD WATER TEMPERATURE DROP OAT OUTSIDE AIR TEMPERATURE OBD OPPOSED BLADE DAMPER OC ON CENTER OCC OCCUPIED OSA OUTSIDE AIR OT OFFTOP OV OUTLET VELOCITY REFERENCE SYMBOLS NEW MECHANICAL WORK EXISTING MECHANICAL WORK EXISTING MECHANICAL WORK TO BE DEMOLISHED - - - - - - - ENLARGED PLAN BORDER - MATCHLINE 1 MX.X SECTION IDENTIFIER 1 DETAIL OR DRAWING IDENTIFIER REVISION CLOUD INDICATES WHERE `-/ SECTION APPEARS INDICATES REVISION & NUMBER 1/ FLAG NOTE AHU-XXX EQUIPMENT IDENTIFIER POINT OF CONNECTION NORTH ARROW 1 MECHANICAL ACCESS _ J PLUMBING LINE DESIGNATION SYMBOLS DOMESTIC COLD WATER (POTABLE) -- DOMESTIC HOT WATER (POTABLE) DOMESTIC HOT WATER CIRCULATING (POTABLE) — NPCV — NON -POTABLE COLD WATER — NPHV — NON -POTABLE HOT WATER — tWHVC — NON -POTABLE HOT WATER CIRCULATING IRR IRRIGATION WATER SANITARY SEWER ABOVEGROUND SANITARY SEWER UNDERGROUND - 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GUIDE QFS FLOW SWITCH QTT TEMPERATURE TRANSMITTER QPT/PS PRESSURE TRANSMITTER OR PRESSURE SWITCH PRESSURE GAUGE THERMOMETER Q AQUASTAT GAUGE WITH GAUGE COCK _ & SIPHON (STEAM) g pp GAS PRESSURE REGULATOR T TEMPERATURE/PRESSURE TEST PORT —� BASKETSTRAINER STEAM TRAP (� i I EXPANSION JOINT VACUUM BREAKER --i�— FLEXIBLE CONNECTOR -�— WATER METER GM GAS METER —�— PUMP -- SPRINKLER HEAD BACKFLOW PREVENTION DEVICE (REDUCED ZONE) BACKFLOW PREVENTION DEVICE (DOUBLE CHECK VALVE ASSEMBLY) WATER HAMMER ARRESTER +� HOSE BIBB © ROOF DRAIN —oQ FLOOR DRAIN FLOOR SINK OFCO CLEAN -OUT (FLOOR) OWCO CLEAN-OUT(WALL) 1CO CLEAN -OUT PIPE CONTINUES PIPE CAP OVTR VENT THRU ROOF r TRENCH DRAIN PIPE RISING UP PIPE DROPPING DOWN -- PIPE CONNECTION —�— PIPE CONNECTION DOWN MECHANICAL SHEET INDEX DUCTWORK SYMBOLS P0.1 INDEX, GENERAL NOTES, LEGENDS NEW DUCTWORK PD2.1 PLUMBING DEMOLITION PLANS - LEVEL 1 RISE OR DROP DIRECTION PD2.2 PLUMBING DEMOLITION PLANS - ROOF OF AIR FLOW P2.0 PLUMBINGPLANS- FOUNDATION --'_-- _ INTERNALLY LINED DUCT P2.1 PLUMBING PLANS - LEVEL 1 P2.2 PLUMBING PLANS - ROOF MANUAL VOLUME DAMPER BDD BACKDRAFT DAMPER MOTOR OPERATED DAMPER f DUCT SMOKE DETECTOR FIRE DAMPER _ SMOKE DAMPER COMBINATION FIRE/SMOKE DAMPER HORIZONTAL FIRE DAMPER OER HORIZONTAL SMOKE DAMPER tro HORIZONTAL COMBINATION FIRE/SMOKE DAMPER FLEXIBLE CONNECTION UC UNDERCUT DOOR ® ® SUPPLY AIR DUCT SECTION RETURN OR OUTSIDE AIR DUCT SECTION EXHAUST AIR DUCT SECTION RECTANGULAR DUCT UP RECTANGULAR DUCT DOWN ROUND DUCT UP Q- ROUND DUCT DOWN - FLEXIBLE DUCTWORK DIFFUSER, REGISTER, AND GRILLE SYMBOLS ZYCFMX AIR DEVICE TAG © SUPPLY DIFFUSER RETURN OR RELIEF GRILLE EXHAUST GRILLE SIDEWALL GRILLE (SUPPLY), LOUVER (EXHAUST OR RETURN) SIDEWALL GRILLE (RETURN OR EXHAUST), LOUVER (OUTSIDE) LINEAR GRILLE lr (nKITDnl Q ROOM THERMOSTAT SENSOR THERMOSTAT" 08 FLAT PLATE TEMPERATURE SENSOR ® ROOM PRESSURE SENSOR ® ROOM HUMIDITY SENSOR C� ROOM CARBON MONOXIDE SENSOR CO ROOM CARBON DIOXIDE SENSOR ®O ROOM NITROGEN DIOXIDE SENSOR Q OCCUPANCYSENSOR ®F VARIABLE FREQUENCY DRIVE TR STARTER OR STARTER/DISCONNECT ®D DIRECT DIGITAL CONTROL PANEL DP DIFFERENTIAL PRESSURE TRANSMITTER ----------- CONTROL WIRING $ SWITCH iRECE1V2''D C8TNI CIPTUKVVIA SEP 3 0 2019 PE—P ;_,T CE`s TER SEP' iAl PEPi.11T AND APPFi�,'W"L JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 1206.324.4800 W WW.JACKSONMAIN.COM i 1 N�/ Ll. � W z W W 00 DU� U° LL i"Jz O O r O Iy V J � r I'- PROJECT NO.: PROJECT MGR DRAWN BY: CHECKED BY: NDEX, GENERAL NOTES, LEGEND JACKSON I MAIN ARCHITECTURE P.S. 0201f a N GENERAL NOTES: 1. 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