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Home My WebLink AboutPermit D14-0100 - FIDELIS COMMUNICATIONS - TENANT IMPROVEMENTFIDEUS COMMUNICATIONS 576 INDUSTRY DR BLDG 6 D14-0100 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0223400010 576 INDUSTRY DR BLDG 6 Project Name: FIDELIS COMMUNICATIONS Permit Number: D14-0100 Issue Date: 5/22/2014 Permit Expires On: 11/18/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: BLUE DOG PROPERTIES TRUST PO BOX 847 C/O THOMSON REUTERS PTS, CARLSBAD, WA, 92018 KIP KOLODZIEJSKI 1326 5TH AVE SUITE 400 , SEATTLE, WA, 98101 GATEWAY CONSTRUCTION SRVCS INC 5602 2ND AVE S , SEATTLE, WA, 98108 GATEWCS992C3 Lender: Name: SELF FINANCED Address: Phone: (206) 587-7120 Phone: (206) 621-9111 Expiration Date: 3/4/2016 DESCRIPTION OF WORK: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT. NON-STRUCTURAL DEMOLITION, NEW PARTITIONS, DOORS, SIDELITES, CASEWORK AND FINISHES. NO CHANGE OF USE. PUBLIC WORKS ACTIVITIES INCLUDE: DOMESTIC BACKFLOW (RPPA) WITH HOT BOX FOR 2-INCH WATER METER. Project Valuation: $88,350.00 Fees Collected: $2,794.87 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: I hearby certify that I have read and e d this permit and know the same to be true and correct. All provisions of law and ordinances gover his 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 andf gre,e.to the condition attached to this permit. Signature: Print NaYfie: Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical,Code. 10: 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). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 12: 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. 13: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 32: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 18: 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" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 14: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand-held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 15: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 16: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4-4) 19: Maintain fire extinguisher coverage throughout. 20: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 21: 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) 22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 23: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 24: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 26: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72-5.5.2.1) 28: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 29: 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 #2328) 27: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 30: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 31: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 33: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 25: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 34: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 35: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 36: ***PUBLIC WORKS PERMIT CONDITIONS*** 37: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 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. 38: 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. 39: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 40: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5190 BACKFLOW - WATER 1700 BUILDING FINAL** 5200 EROSION MEASURES 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 1600 PUBLIC WORKS FINAL 0406 SUSPENDED CEILING 0601 WALL INSULATION CITY OF TUKT 'iLA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: J.._. t ` . t Lk-DIOC) Date Application Expires: O (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 576 Industry Drive Tenant Name: Fidelis Communications PROPERTY OWNER Name: SKB Companies (Building Manager) Address: 617 Industry Drive City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Kip Kolodziejski Address: 1326 5th Avenue Suite 400 City: Seattle State: WA Zip: 98101 Phone: (206) 587-7120 Fax: (206) 587-7122 Email: kipk@burgessdesign.net GENERAL CONTRACTOR INFORMATION Company Name: tbd Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:Wpplications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh King Co Assessor's Tax No.: 0223400010 Suite Number: Floor: 1 New Tenant: ❑ Yes m ..No ARCHITECT OF RECORD Company Name: Burgess Design Architect Name: Kip Kolodziejski Address: 1326 5th Avenue Suite 400 City: Seattle State: WA Zip: 98101 Phone: (206) 587-7120 Fax: (206) 587-7122 Email: kipk@burgessdesign.net ENGINEER OF RECORD Company Name: n/a Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19,27.095) Name: self financed 6 6�� y b Z > Address: / City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIG. - 206-431-3670 Valuation of Project (contractor's bid price): $ 60906° Existing Building Valuation: $ N/if Describe the scope of work (please provide detailed information): Non-structural interior tenant improvement. Non-structural demolition, new partitions, doors, sidelites, casework and finishes. No change of use. Will there be new rack storage? ❑ Yes 1' Floor Z.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing 3,735 terior Remodel 3,735 Addition to Existing Structure 0 0 Type of Construction per IBC 'V-B' Type of Occupancy per IBC 'B' &'SI' 2ndFloor 3'° Floor Floors thru Basement Accessory Structure Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes No If "yes", explain: Compact: Handicap: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers 0 Automatic Fire Alarm m None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes VI No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safely Data Sheets. SEPTIC SYSTEM O On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Fortns-Applications On Line\2011 Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFG—[ATION — 206-433-0179 Scope of Work (please provide detailed information): Ca11 before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District # 125 0 ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 0 .. Highline ❑ ...Valley View ❑ .. Renton 0... Sewer Availability Provided ❑ .. Renton 0 .. Seattle Septic Svstem: 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond 0 .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ...Total Cut 0 ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑• ❑• ❑• a ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line O ...Permanent Water Meter Size... O ...Temporary Water Meter Size .. 0 ...Water Only Meter Size 0 ...Sewer Main Extension Public 0 ❑ ...Water Main Extension Public 0 WO # WO # WO # Private 0 Private 0 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding 0 ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forn a -Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 RIZE Signa .i , Date: 04/01/2014 Print Nam Mailing Ad ss: 26 5th Avenue Suite 400 Day Telephone: (206) 587-7120 Seattle WA 98101 City State Zip HAApplications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME a/y►mVN!CAT/onLS PERMIT # Diet - d / 00 (� 57(, /NI, usT eY i If you do not provide contractor bids or an engineer's estimate 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 i. ewer/Surface Water Z�SDO Road/Parking/Access A. Total Improvements 25ao-$6-00- 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. $250 (1) 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) 5. Enter total excavation volume cubic yards Enter total fill volume — cubic yards $ co 2 —-ee-(4) Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. 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 1 sT 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 and Permit Fees (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 3 Ia. �°- -- 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 01.01.11 1 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) $ !02 e7Ae-(6) 7. Pavement Mitigation Fee $ (7) The 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 Review 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 1st 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 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Last Revised 01.01.11 2 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) 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 $ 0.00 (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ 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 $ Total A through I $ 0.00 (10) 0 DUE WHEN PERMIT IS ISSUED (6+7+8+9+10) $ t~o2 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 $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Inst tion Cascade Wate iance C 0 .2011-12.31.2011 Total Fee 0.75 $625 $6005 $6630 1 $1125 15,012.50 $16,137.50 1.5 $2425 $ 25 $32,450 2 $28 $48,0 $50,865 3 425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 01.01.11 Temporary Meter 0.75" $300 2.5" $1,500 3 er/I3//4_ DESCRIPTIONS PermitTRAK Cash. Register Receipt City of Tukwila ACCOUNT QUANTITY PAID ,678. D14.01, Address: 576 DR B 6 Apn: 0223400010 $1,678.39 DEVELOPMENT $1,337.55 PERMIT FEE R000.322.100.00.00 $1,333.05 WASHINGTON STATE SURCHARGE B640.237.114 $4.50 PUBLIC WORKS $267.50 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 $133.75 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 $133.75 TECHNOLOGY FEE $73.34 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R2181 R000.322.900.04.00 $73.34 $1,678.39 Date Paid: Thursday, May 22, 2014 Paid By: GATEWAY CONSTRUCTION SERVICES Pay Method: CHECK 47149 Printed: Thursday, May 22, 2014 8:51 AM 1 of 1 c SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTR7 ACCOUNT QUANTITY PAID $250.00 $250.00 $250.00 $2.50.00 D14-0100 Address: 576 INDUSTRY DR BLDG 6 Apn: 0223400010 .00 PUBLIC WORKS BASE APPLICATION FEE TOTAL FEES PAID BY RECEIPT: R1852 R000.322.100.00.00 Date Paid: Friday, April 18, 2014 Paid By: BURGESS DESIGN INC Pay Method: CHECK 012932 Printed: Friday, April 18, 2014 3:34 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID 866.48 D14-010 Address: 576 INDUSTRY R BLDG 6 Ape: 0223400010 866.48 DEVELOPMENT $866.48 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R1662 R000.345.830.00.00 $866.48 $866.48 Date Paid: Tuesday, April 01, 2014 Paid By: BURGESS DESIGN INC Pay Method: CHECK 012904 Printed: Tuesday, April 01, 2014 3:02 PM 1 of 1 CRWSYSTEMS INS INSPECTION RECORD Retain a copy with permit biL.iztoo PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pr L fc Type of-lns c io ,rezi+ c. r Date Called: Specia Instructions: N1 IS i Date Wanted: a.tn. Requester: Phone No: @Approved per applicable codes. Corrections required prior to approv COMMENTS: i'QLA2r►.)6- flppRdVeb f Olt 14. I Date: / /K PECTION FEE REQU! ' ED. Prio to next inspection, fee must be at 6300 Southcenter Blv < .. Suite 1 ' O. Call to schedule reinspection. INSP • N INSPECTION RECORD Retain a copy with permit Jiy-oiov PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 prof be L �s C .tF,,,; T' P Ofl c)6.r .t r . Address: ' Date Called: Special Instructions: Date anted J i an. Requester: Phone No: QApproved per applicable codes. Corrections required prior to approval. COMMENTS: ns Date: 5--ty SPECTION FEE RTFQUIRED. Prioro next inspection, fee must be at 6300 SouthcentBlvd.. Suite 0: Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INS PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proles!: ?IDeCt..1S C19Vt n' 4-4 . Type of Inspection: Ufa A t 1 ...�.14Sck i tONN Address _ & 5% ..,1.. /4 t4 t 4.`F'4 Date Called: Special Instructions: °Date Wanted: Requester: Phone pto: Approved per applicable codes. ` Corrections required prior to approval. CO • ENTS: ns t REI SPECTI N FEE REQUED. Prior t pal at 6300 Southcenter vd.. Suite 101 Date: CO—"' Z- next inspection, fee must be Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 1-1 lb PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: Ft P1..14. f� Tm,Af Inspection: wAM%A) 4.. Addre 6 - N, �s-l-br Date Called: Special Instructions: # (00 Date Wanted: 6—It_t1-4 �� :a•.:.�- p.m. Requester: Phone No: Approved per applicable codes. ; EJ Corrections required prior to approval. COMMENTS: Da t.r �� 1;NSPECTION FEE R QUIRED. rior to next inspection, fee must be d at 6300 Southc ente Blvd.. Su a 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PI-5--it/07-- n iq ()too PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 - 206-575-4407 Pro - T of Inspection: Address: .g 7(v — Suite #; w "54sl`1 = ,i) Contact Person: Special Instructions: Phone No.: proved per applicable codes. Corrections required prior to approval. COMMENTS: < <-� — o,�-- 4 1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: J/ cyt (--1 Date: �N# Hrs.: ri $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • ES-LF009 For Health Hazard Applications Job Name Job Location Engineer Approval LEAD FREE* Series LF009 Reduced Pressure Zone Assemblies Sizes: 1/4" - 3" (8 - 80mm) Series LF009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumb- ing codes and water authority requirements. This series can be used in a variety of installations, Including the prevention of health hazard cross -connections in piping systems or for containment at the service line entrance.The LF009 features Lead Free' construc- tion to comply with Lead Free' installation requirements. This series features two in -line, independent check vaives, cap- tured springs and replaceable check seats with an intermediate reset valve. Its compact modular design facilitates easy mainte- nance and assembly access. Sizes ''A' -1' (8 - 25mm) shutoffs have tee handles. Features • Single access cover and modular check construction for ease of maintenance • Top entry - all Internals immediately accessible • Captured springs for safe maintenance • internal relief valve for reduced installation clearances • Replaceable seats for economical repair • Lead Free' bronze body constuction for durability'/: - 2' (8 - 50mrn) • Fused epoxy coated cast iron body 2h' and 3' (65 and 80mm) • Ball valve test cocks — saewdriver slotted 'A - 2` (8 - 50mm) • Large body passages provides low pressure drop • Compact, space saving design • No special tools required for servicing specifications A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backtiow due to back- siphonage and/or backpressure. The assembly shall consist of an internal pressure differential relief valve located in a zone between two positive seating check modules with captured springs and silcone seat discs. Seats and seat discs shall be replaceable in both check modules and the rebel valve. There shall be no threads or screws in the waterway exposed to line fluids. Service of ail internal compo- nents shall be through a single access cover secured with stainless steel bolts. Body and shutoffs shall be constructed using Lead Free' bronze materials. Lead Free' reduced pressure zone assembly shall comply with state codes and standards, where applicable, requiring reduced lead content. The assembly shall also include two resilient seated isolation valves, four resilent seated test cocks and an air gap drain fitting. The assembly shall meet the requirements of: USC Manual 8th Editiont; ASSE Std. 1013; AWWA Std. C511; CSA B64.4. Shaq be a Watts Series LF009. Contractor Approval Contractor's P.O. No. Representative Test Cock No. 3 Ball Type Test Cocks Test Cock No 2 t/2" (15mm) LF009Q First Check Module Assembly R P. Zone Relief valve Assembly eVIOirsv Second Check Module Assembly RECEIVED CITY OI'Q1r$ WILA APR 1 8 2014 Now AvailabIpERMIT CENTER WattsBox Insulated Enclosures. For more information, send for literature ES-WB. IMPORTANT: WORE KITH GOVERNINGAUIHORIIES FOR LOCAL VJSTAUAIIONREOUfREMENJS TDoes not Indicate approval status. Refer to Page 2 for approved sizes & models. 'The wetted surface of this product contacted by consumable water contains less than one quarter of one percent (0.25%) of lead by weight. Watts product specification In U.S customary uvb and meat are approximate and are podded for reference only. Pot prise measurements, please carted Watts Technical Sevice. Walb reserves the right to change or mdity product design. conruencn, specifications, or maleda with- out prior notice and %haul inaerig any °Efgation b make such changes and modtkations co Watts product presicusly or subsequently acid. CORRECTION LTR# / 1WATTS 11+ OLOO Available Models:'/4" - 2" (8 - 50mm) Suffix: QT - quarter -turn ball valves LF - without shutoff valves Available Models: 21h" - 3" (65 - 80mm) Suffix: NRS - non -rising stem resilient seated gate valves OSY - UUFM outside stem and yoke resilient seated gate valves Note: The Installation of a drain Ilne Is recommended. When installing a drain line, an air gap Is necessary (see ES -AG). Materials:1/4" - 2" (8 - 50mm) Lead Free bronze body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable poymer check seats for first and second checks. Removable stainless steel relief valve seat. Stainless steel cover bolts. Standardy fumished with NPT body connections. Model LF009QT furnished with quarter -turn, full port, resilient seated, bronze ball valve shutoffs. Materials: 21/2" and 3" (65 - 80mm) • (FDA approved) Epoxy coated cast iron urubody with plastic seats • Relief valve with stainless steel seat and trim • Lead Free bronze body ball valve test cocks Air Gaps and Elbows Pressure / Temperatutl3 Series LF009'/4" - 2" (8 - 50mm) Suitable for supply pressure up to 175psi (12 bar). Water temperature: 33°F - 180°F (0.5° - 75°C). Sizes 21/2" and 3" (65 and 80mm) are suitable for supply pressures up to 175psi (12.1 bar) and water temperature at 110°F (43°C) continuous, 140°F (60°C) intermittent. Standards USC Manual 8th Editiont ASSE No. 1013 MAIM C511-92 CSA 864.4 IAPMO File No. 1563. fDoes not indicate approval status. See below for approved models. Approvals ASSE, AW WA, CSA, IAPMO Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the university of Southern California. Approval models QT, AQT, PC, NRS, OSY. UL Classified 21/2' and 3' (65 and 80mm) with OSY gate valves. MODEL For Sales LF909, LF009 end 993 ties DRAIN OUTLET In. mm h DIMENSIONS A nun In. B nun WEIGHT lbs. kos. 909AG-A 'h"-'h" LF009, '/," LF009M21M3 % 13 2% 60 3'h 79 .625 .28 909AG-C %"-1" LF009/909, 1"-1 '" LF009M2 1 25 3'/A 83 4% 124 1.50 .68 909AG-F 11/4'-2" LF009M1, 1'/"-3" LF009/909, 2" LF009M2, 4"-6" 993 2 51 4r 111 6% 171 3.25 1.47 909A6-K 4"-6" LF909, 8"-10" LF909M1 3 76 6A 162 9%h 243 6.25 2.83 909A9-M 8"-10" LF909 4 102 734 187 11'/. 394 15.50 7.03 909EL-A IA" -le LF009, 3h" LF009M2/M3 - - - - - - - - 909EL-C 3h"-1" LF009/909. - - 23/e 60 2'h 60 .38 .17 ' 909EL-F 11/4"-2" LF009M1, 1%"-2" LF009/909, 2" 1F009M2. 4"-6" 993 - - 3%h 92 3% 92 2 .91 ' 909Et.-H Vertical 2%"-3" LF009/909 - - - - - - - - A • Dimensions and Weight: IA" - 2" (8 - 50mm) LF009 LF009'/4" — 2" SIZE (DH) h' mm h A mm h B mm OIMEIISIONS (APPROX.) C h mm D h mm h L mm WEIGHT Rs. kgs 3/4 8 10 250 4% 117 3% 86 1'/ 32 5'h 140 5 2 3/ 10 10 250 4% 117 3% 86 11/2 32 51/2 140 5 2 'h 15 10 250 4% 117 3% 86 11/2 32 51/2 140 5 2 3/4 20 103/ 273 5 127 3'h 89 11/2 38 83/ 171 6 3 1 25 163/ 425 51/2 140 3 76 2'h 64 94 241 12 5 11/2 32 17% 441 6 150 31/2 89 2'h 64 114 289 15 6 11/2 40 17% 454 6 150 31/2 89 2'h 64 111/2 283 16 7 2 50 2134 543 7% 197 4'h 114 3'/ 83 13'h 343 30 13 Dimensions and Weight: 2'/" and 3" (65 and 80mm) LF009 !MODEL SIZE Dti In. mm ix A mm h C mm h. DIMENSIONS 0 mm (APPROX.) E h mm M. L mm h R mm h. U mm WEIGHT lbs. kg . LF009LF 21/2 65 — — — — 41/2 114 — — 18'h 460 — — 10% P70 76 34.5 LF0090SY 21/2 65 331/2 845 151/2 403 4'h 114 1634 416 181/2 460 73/ 197 10% 270 166 75.3 LF009NRS 21/2 65 33' 845 114 289 41/2 114 16% 416 181/2 460 73/4 197 10% 270 161 73.0 LF0091F 3 80 — — — — 4'h 114 — — 18'h 460 — — 105.E 270 76 34.5 LF0090SY 3 80 34'/ 870 18'h 470 4'h 114 1655 422 181/2 460 8% 722 10% 270 198 89.8 LF009NRS 3 80 34'A 870 124 324 41/2 114 164 422 181/2 460 8% 222 10% 270 191 86.6 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 0 Capacity Performance as established by an independent testing laboratory. 'Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) kPa psi 138 20 117 17 96 14 78 1 55 8 35 5 AP 0 %" (8mm) LF009QT kPa psi 138 20 117 17 96 14 78 11 55 8 35 5 AP 11Pa psi 172 25 .25 .60 .75 .95 1.9 2.9 38 3*" (10mm) LF009QT 1.17 gpm 4.5 Ipm 0 .25 .50 .75 1 1.25 1.50 2.5 3.1 .95 1.9 2.9 38 4.8 5.7 9.4 11.8 bm rri" (15mm) LF009QT 138 20 103 15 69 10 35 5 AP p kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 0 2 6 10 14 18 22 26 30 34 38 42 46 gpm AP 07.6 23 38 53 68 84 99 114 129 144 160175 1pm 7.5 15 fps 2.3 4.6 mps in (25mm) LF009M2QT 1 2.5 _ 5 7.5 10 12.5 15 gpm 3.8 95 19 28.5 38 47.5 57 Ipm 5 7.6 15 fps 1.5 2.3 4.6 mps " (20mm) LF009M3QT ■■■■1■iI■■!■■■■■■■■■■■!■ ■!■1■■i il■!■■■■■■■■■■■■■R !■■■■11 l■■■■■■■!■■!■■■M/ :1■■■11 fi■1■■1♦�It1�i/■■!■■■ ■■■!■11 fi■1■■1■1■■!!■!■■■ ■■■■!■i fi■■■■■■■■■■■1!■■■ ■!■!!!1 •!!■■■■!1■■111A■■■■ 5 10 20 30 40 50 60 70 80 gpm 0 19 38 78 1 4 152 190 228 266 304 Ipm 7.5 15 fps 2.3 4.6 nips WWATrS° kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 APO VA" (32mm) LF009M2QT kPa psi 207 172 138 103 69 35 0 AP p kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 10 20 30 40 50 38 76 1 4 152 190 5 7.5 10 1.5 2.3 3.0 60 70 80 gpm 228 266 304 1p 15 4.6 mps lie (40mm) LF009M2QT 0I 25 - 20 15 10 5 n 10 20 30 40 50 60 70 80 90 100 1 0 120 gpm 38 76 1 4 152 190 228 266 304 342 380 4 8 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 2" (50mm) LF009M2QT AP kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP p 20 40 60 80 100 120 140 160 180 200 gpm 76 152 228 304 380 456 532 608 684 760 !pm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps Oh" (8*mm) LF009 i kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 25 50 75 05 10- 295 5 1.5 100 125 150 380 475 570 7.5 10 2.3 3.0 225 250 665 760 885 950 15 4.6 175 200 3" (80mm) LF009 AO- IPs 0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm AP 0 95 190 285 380 475 570 665 760 855 950 104511401235 pl m 5 7.5 10 fps 1.5 2.3 3.0 mps M9001-2000 CERTIFIED A Watts Water Technologies Company ES-LF009 0940 USA: 815 Chestnut St., No. Andover, MA 01845.6098; www.watts.com Canada: 5435 North Service Rd., Burlington, CANT. L7L 5H7; www.wettscanada.ca ® 2009 Watts SUBMITTAL DATA SHEET BULLETIN NO: ESFF804 (800) 736-0238 Fax: (904) 783-6965 http://www.hot-box. com Email: sales@hot-box.com CERTIFIED FLIP TOP FIBERGLASS ENCLOSURES: SPECIFICATION: The enclosure, certified to ASSE 1060, shall be of min.1/8"tk. thixotropic poly- ester resin reinforced with fiberglass strand. Molded exteriors will be a smooth, yacht quality finish, protected w/UV inhibited isopthalic polyester gel coat. Non -molded products will utilize an "industrial" exterior texture, with the same gel coated finish. Insulation shall be min.17;'tk. (R8), uni-cellular, non -wicking, polylsocyanate foam. Enclosure shall utilize a lockable flip top design, for maintenance access through lid without removal of the entire unit. Molded product shall utilize an overlapping lid seam design for weather proof- ing and vandal resistance. Drains shall be sized for full port backflow dis- charge and designed for "one way" exit, inhibiting intrusion of debris and/or vermin. Enclosure shall be anchored to a concrete slab or GLASSPADI" from within the enclosure w/steel anchors and require a single lock for security pur- poses. Heat, when required, will protect the piping and equipment from exterior tem- peratures to —30•F and be thermostatically controlled. UL or ETL listed self regulating cable(s) or wall mounted air heater(s) will be sized to maintain the equipment at +40•F, in accordance with N.F.1'.A. 3-3.1.8 & 3-6.1.3.2. Heat source shall be mounted a minimum of 7" above the slab unless it is UL or ETL certified and NEC approved for submersion. Power source shall be installed inside the enclosure by others, protected with a ground fault Inter- rupting receptacle (CFI) or CFI circuit — ref. UL 943, N.E.M.A.3R. Models No: HB.75 through 110314 - Fiberglass. Ilboripass tier Is providedS4Msrd Delos. Moral Cease available at eroded update!. Models Ha 261.3Ns.3E It US Modsh Ho: H53000 through E000 •EJOarglsu- YACHT ovAIRY dxrt P34 AYJUETASUI NOVA (117, ( UNPOO n^l..eAaraq, LOW PROFILE Seth's"' ea.T.:pe.•a Nral pow rM1lq>1 REVIEWED FOR CODE COMPLIANCE APPROVED • A APR 28 201/ U.S.PATEN #33,6r of Tukwila MODEL HOT BOX LOK BOX VALVE oUA D INSIDE INSIDE INSIDE SNIPPING LJ1 NUMBER WHEAT NO HEAT NOINBUL. /) LENGTH' WIDTH' HEIGHT* HEAT WEIGHT `t•f�7• " a• ■erne. r r•••n■• o.m r30W+ ramm ` rGP.75 .75 HILTS LB.75' V0.75 19" 11" 22" 300 20"X20" 1 HB1 LB1 VO1 27' 13" 23" 80W+ 350 38"X22" OP1 1T HBIT LBIT V01T 27" 13" 35" 60We 500 38"X22" OP1 1.5 HB1.5 1.61.5 V01.5 33" 21" 26" 60W+ 500 44"X32" GP1.5 .,_ 2 HB2 LB2 V02 39" 13" 20" 90W+ 500 50"X24" OP2 2T HB2T LB21 V02T 39" 13" 38" 90W+ 60 0 50" X 24" OP2 28 HB2S LB2S VO2S 47" 13" 26" 90W+ 55 0 58" X 24" OP2S 2ST (1) H62ST LB28T NIA 47" 13" 38" 90W+ 95 0 50" X 24" 0P2S 3N HB3N LB3N V03N 70" 2" 45" 1000W 210 0 SC X 38" NIA 3NS 11) HB3NS LB3NS NIA 03" 28" 45" 1600W 340 0 95" X 38" NIA 3E (i ` HB3E Lose N 1 A 70" 26" 65" 1600W 385 0 o2" X 38" N/A 3ES (1) . HB3ES LB3ES N fA 83" 28" 55" 1500W 425 0 95" X 36" NIA 3000 11133000 LB3000 V03000 45" 35" 35" 1000W 160 0 57" X 47" GP3000 4000 1184000 LB4000 V04000 53" 44" 44" 1000W 300 0 05" X 56" 0P4000 5000 11B5000 LB5000 V05000 01" 62" 62" 1500W . 390 0 74" X 64" GPS000 • 1• • NOUITRUK TEXTURE • ADO 1• TO HEIGHT s 2' TO 1,40711 &WIDTH WO WSW- '•- IS CARE. MOW $UR • WALL MOUNTED AIR NTR. OPTIONS: OPTION TYPE SIZE PHASE VOLTAGE QUANTITY COLOR VENTS) EXHAUST ALARM ALARM HEAT LIGHT(S) OTHER Job Name Contractor Job Location Engineer CORRECTION LTR# Approval Approval MEMBERS OF: NFPA` ifs* DIVISION A DIVISION OF CDR miropovreATION CITY OF TUKWILA Contractor's P.O. No. et>IBsentat 7 NOTE 1. RECOMMENDED SLAB SIZE u 50'L x 24'W x 4' MINIMUM THICKNESS. 2. HEAT IS PROVIDED BY A 90W, 120V, SINGLE PHASE HEAT TRACE CABLE. 3. THIS UNIT IS THE LB2 WHEN ORDERED WITHOUT HEAT. INSIDE DIMENSIONS' 39' L X 13' W X 28' H. OUTSIDE DIMENSIONS' 42' L X 16' W X 29 1/2' H. HOT BOX... THE ENGINEERED ENCLOSURE-1 LREAR LID SEAM HASP FRONT LID SEAM e)/////////////1/7/i FRONT LID SEAM Hot Box® 924 LANE AVE. N. JACKSONVILLE, FLORIDA 32254 (904) 786-0204 (800) 736-0238 FAX (904) 783-6965 http1//www.hot-box.com SLAB OR FOOTER TITLE s STANDARD # HB2 FIBERGLASS FLIP -TOP ENCLOSURE CONTINUOUS HINGE AT REAR DRAIN ( TYP. OF 2) FLANGE RESTRICTED DRAWING. PATENT # 4, 726, 394., BY/DATE/DVO BGA / 8-29-97 HB-2 ENGINEER / CONTRACTOR . LOCATION . APPROVED/DATE • REV. 1 1 REV. 2 I REV. 3 0 SCALE' N. T. S. REP. / DISTRIBUTOR • QUOTE NO., City of Tukwila Department of Community Development April 10, 2014 KIP KOLODZIFJSKI 1326 5TH AVE SUITE 400 SEATTLE, WA 98101 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D14-0100 FIDELIS COMMUNICATIONS - 576 INDUSTRY DRIVE Dear KIP KOLODZIFJSKI, Jim Haggerton, 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. I have enclosed comments from the following departments: PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • Provide a completed Public Works permit fee estimate sheet. (For Public Works activities only - for domestic water 2-inch backflow (RPPA w/HotBox). (see enclosed) The City has determined that the building to be occupied by Fidelis Communications has deficiencies on the domestic water service requiring the following upgrades. a) Domestic Water Service A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the existing permanent 2-inch domestic water meter for premise isolation. Installation at another location requires approval by the Director of Public Works. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works recommends, but does not require, a power supply for the freeze protection enclosure. Please specify RPPA size, manufacturer, and model number on plans and submit a cut sheet for the proposed device. Show location of the new RPPA on a plan sheet. The Public Works Director will withhold issuance of any Building, Plumbing, or Public Works permit for this building; until the Permit Center receives plans for installation of above item (a) and a copy of the backflow test report for above item (a) or a bond for design, installation and testing of subject backflow. If you opt to install you must supply the installation plans consisting of a schematic that clearly shows the location of the domestic water meter in relationship to the property line(s) and the building, size of water meters, connections to the water main, and service to the property together with a construction cost estimate to the Permit Center. RPPA installation will trigger a Public Works Type `C' Construction Permit which has a progressive fee. For a Type C permit, Public Works collects a base application and plan review fee ($250.00 plus 2.5% of construction cost for installation of the subject device). An additional 2.5% of construction cost for backflow installation will be assessed at the time of permit issuance. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 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. If you have any questions, I can be reached at 206-431-3655. Sincerely, `‘aif Bill Rambo Permit Technician File No. D14-0100 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 David McPherson From: Joanna Spencer Sent: Thursday, April 03, 2014 9:04 AM To: Todd Reedy Cc: David McPherson Subject: RE: Fidelis Communications TI @ 576 Industry Dr D14-0100 Thank You Todd. From: Todd Reedy Sent: Thursday, April 03, 2014 7:37 AM To: Joanna Spencer Subject: RE: 11111111111924MMunications TI @ 576 InclustryDr_D1441004 Hi Joanna, Regarding 576 Industry Drive: diedintkinstailedort-2181110mestic service for premise isolation -No fireline connection to this building. -No irrigation connected to this service. Have a great day, Todd From: Joanna Spencer Sent: Wednesday, April 02, 2014 11:07 AM To: Todd Reedy Cc: Han Kirkland; David McPherson Subject: Fidelis Communications TI @ 576 Industry Dr D14-0100 Good Morning Todd, Are their backflows current? Joanna PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0100 DATE: 04/18/14 PROJECT NAME: FIDELIS COMMUNICATIONS SITE ADDRESS: 576 INDUSTRY DR Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division ❑ 03/414/1 Av6 .1(.1 Public Works Fire Prevention Structural Planning Division Permit Coordinator a PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/22/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: DUE DATE: 05/20/14 aalinc �.Z. A,k REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0100 DATE: 04/01/14 PROJECT NAME: FIDELIS COMMUNICATIONS SITE ADDRESS: 576 INDUSTRY DR X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Ativk Building Division Fire Prevention FS YV\ tL • D J � L\ Public Works 1111 Structural Planning Division Permit Coordinator G'P L Nor • • PRELIMINARY REVIEW: Not Applicable _ (no approval/review required) DATE: 04/03/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 05/01/14 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: ` `L il Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: use 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http:i/www.ci.lukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 4II6`�� Plan Check/Permit Number: D 14-0100 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # — after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Fidelis Communications Project Address: 576 Industry Dr Contact Person: (f t P (Co c ,o D 2.1 eJ S ILA. Phone Number: 20 V - S 31-11 1'4 Summary of Revision AOQ R•PPR a n,z,q, t-<<:P 12/ tonne f- t w ciAhl2g1 S it( p 1 t c.t c r.)o ctTVOF :to. An .1 t01 Sheet Number(s): A •di• 3 IN t1 PERMIT CENTER "Cloud" or highlight all areas of revision includin date of ' io1.—....it • Received at the City of Tukwila Permit Center by: Entered in TRAKiT on • \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: GATEWAY CONSTRUCTION SR` —S INC Page 1 of 3 linilWashington State Department of Labor & Industries GATEWAY CONSTRUCTION SRVCS INC Owner or tradesperson SACCO, RONALD Principals SACCO, RONALD, PRESIDENT NIELSEN, CRISTIAN, VICE PRESIDENT Doing business as GATEWAY CONSTRUCTION SRVCS INC WA UBI No. 602 086 011 5602 2nd Ave. S. SEATTLE, WA98108 206-621-9111 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. GATEWCS992C3 Effective — expiration 02/26/2001— 03/04/2016 Bond TRAVELERS CAS & SURETY CO Bond account no. 105165492 $12,000.00 Received by L&I Effective date 08/21/2008 08/19/2008 Bond history Insurance Travelers Indemnity Company Th $1,000,000.00 Policy no. DTC0527D0333IND12 Received by L&I Effective date 07/24/2013 08/01/2012 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602086011&LIC=GATEWCS992C3& SAW= 05/22/2014 GENERAL NOTES ARCH / INTERIOR ABBREVIATIONS BUILDING SUMMARY PROJECT TEAM 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND/OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND/OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND/OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. FURR GA GC GL GWB HC HDW HM HR INCL INFO INSUL LAV LF MATL MAX MDF ADJ - ADJUSTABLE AFF - ABOVE FINISH FLOOR ALT - ALTERNATE ALUM - ALUMINUM APC - ACOUSTICAL PANEL CEILING APPROX - APPROXIMATE ARCH - ARCHITECTURAL ACT - ACOUSTICAL CEILING TILE AV - AUDIO VISUAL BLDG - BUILDING BOT - BOTTOM CAB - CABINET CL - CENTER LINE CLG - CEILING CLR - CLEAR COL - COLUMN CONC - CONCRETE CONE - CONFERENCE DEMO - DEMOLITION DEPT - DEPARTMENT DF - DRINKING FOUNTAIN DIA - DIAMETER DIFF - DIFFUSER DIM - DIMENSION DTL - DETAIL DW - DISHWASHER DWG - DRAWING EA - EACH EL - ELEVATOR ELEC - ELECTRICAL ELEV - ELEVATION EQ - EQUAL EQUIP - EQUIPMENT EXT - EXTERIOR FA - FIRE ALARM FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FEC - FIRE EXTINGUISHER CABINET FFE - FINISH FLOOR ELEVATION FIN - FINISH FLUOR - FLUORESCENT FLR - FLOOR FO - FACE OF FOIC - FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FTIC - FURNISHED BY TENANT, INSTALLED BY CONTRACTOR - FURRING - GAUGE - GENERAL CONTRACTOR - GLASS - GYPSUM WALLBOARD - HANDICAPPED - HARDWARE - HOLLOW METAL (STEEL FRAME) - HOUR - INCLUDED OR INCLUDING - INFORMATION - INSULATION - LAVATORY - LINEAR FOOT - MATERIAL - MAXIMUM - MEDIUM DENSITY FIBERBOARD MECH M EZZ MFR MIN MISC MTD MTL N/A NIC NTS OC OFF OPNG OVH D P PART PERF PERIM PERP PLAM PLYWD QTY (R) RA RCP REC REF REFR REL REV RM RO RTD SCHED SF SHT SIM SPEC SPKLR SPKR SQ STD STL STOR STRL STRUC SYMM TBD TEL TEMP THK TO TOS TYP UON UPS VCT VIF W/ WC WD W/0 - MECHANICAL - MEZZANINE - MANUFACTURER - MINIMUM - MISCELLANEOUS - MOUNTED - METAL - NOT APPLICABLE - NOT IN CONTRACT - NOT TO SCALE - ON CENTER - OFFICE - OPENING - OVERHEAD - PAINT - PARTITION - PERFORATED - PERIMETER - PERPENDICULAR - PLASTIC LAMINATE - PLYWOOD - QUANTITY - RELOCATED - RETURN AIR - REFLECTED CEILING PLAN - RECESSED - REFERENCE - REFRIGERATOR - RELOCATE - REVISION OR REVISED - ROOM - ROUGH OPENING - RATED - SCHEDULE - SQUARE FEET/FOOT - SHEET - SIMILAR - SPECIFICATION - SPRINKLER - SPEAKER - SQUARE - STANDARD - STEEL - STORAGE - STRUCTURAL - STRUCTURAL - SYMMETRICAL - TO BE DETERMINED - TELEPHONE OR TELECOM - TEMPERED - THICKNESS - TOP OF - TOP OF SLAB - TYPICAL - UNLESS OTHERWISE NOTED - UNINTERRUPTED POWER SUPPLY - VINYL COMPOSITION TILE - VERIFY IN FIELD - WITH - WATER CLOSET - WOOD - WITHOUT REVISIONS No changes shall be made to the scope • of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 1. PROJECT ADDRESS: FIDELIS COMMUNICATIONS ANDOVER EAST BUSINESS PARK, BUILDING VI 576 INDUSTRY DRIVE TUKWILA, WA 98188 2. APPLICABLE CODES & ORDINANCES: 2012 INTERNATIONAL BUILDING CODE 2012 INTERNATIONAL MECHANICAL CODE 2012 INTERNATIONAL FUEL GAS CODE 2012 INTERNATIONAL FIRE CODE 2012 WASHINGTON STATE ENERGY CODE (WAC 51-11) 2012 UNIFORM PLUMBING CODE 2012 NATIONAL FUEL GAS CODE (NFPA 54) 2011 LIQUEFIED PETROLEUM GAS CODE (NFPA 58) THE WASHINGTON CITIES ELECTRICAL CODE 2012 WASHINGTON STATE AMENDMENTS 2009 ICC/ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND 3.' GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: V-B FIRE RESISTIVE SYSTEM: NON-SPRINKLERED OCCUPANCY TYPE: 'B' OFFICE S1 WAREHOUSE 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: SHAFT ENCLOSURES: NA EXIT STAIR ENCLOSURES: NA CORRIDORS: NA 5. EXITS: APPROXIMATE AREA OF CONSTRUCTION: 2,800 SQFT TOTAL APPROXIMATE SUITE AREA: OFFICE; 2,904 SQFT WAREHOUSE; 831 SQFT TOTAL: 3,735 SQFT TOTAL APPROXIMATE FLOOR AREA: 13,379 SQFT OCCUPANT LOAD FACTOR: 100 OFFICE/ 500 WAREHOUSE NUMBER OF TOTAL PROPOSED OCCUPANTS: 30 OFFICE 2 WAREHOUSE NUMBER OF EXITS REQUIRED: 1 REQUIRED; 4 PROVIDED MINIMUM EGRESS WIDTH REQUIRED: 3'-8" COMMON PATH OF EGRESS TRAVEL: 75' NON-SPRINKLERED FACILITIES REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2014A, ila ISION GAY of BUILDING 6. PROJECT DESCRIPTION: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT. WORK INCLUDES NON-STRUCTURAL DEMOLITION, NEW PARTITIONS, DOORS, SIDELIGHTS, CASEWORK AND FINISHES. NO CHANGE OF USE. TENANT: Fidelis Communication 580 INDUSTRY DR. TUKWILA, WA 98188 Tel: 206.988.2633 ATTN: SCOTT WITTSTOCK ARCHITECT/DESIGNER: Burgess Design, Inc. 1326 - 5th Avenue, Suite Seattle, Washington 98101 Tel: 206.587.7120 Fax: 206.587.7122 ATTN: KIP KOLODZIEJSKI BUILDING MANAGER: SKB COMPANIES 617 INDUSTRY DR. TUKWILA, WA 98188 Tel: 206.575.6675 ATTN: LYDIAH GATHARA GENERAL CONTRACTOR: TBD PLUMBING ENGINEER: TBD - Bidder Design Build by G.C. MECHANICAL ENGINEER: TBD - Bidder Design Build by G.C. 400 ELECTRICAL ENGINEER: TBD - Bidder Design Build by G.C. FIRE/LIFE SAFETY ENGINEER: TBD - Bidder Design Build by G.C. PLUMBING, MECHANICAL, ELECTRICAL, LIFE SAFETY PERMITS UNDER SEPARATE SUBMITTALS. DRAWING INDEX DRAWING ISSUED GENERAL_ G.0.0 COVER SHEET / PROJECT INFORMATION G.0.1 PROJECT NOTES X ARCHITECTURAL / INTERIORS A.2A.1 DEMOLITION /CONSTRUCTION PLANS A.2B.1 REFLECTED CEILING PLAN A.2C.1 POWER & DATA/FINISH FLOOR PLANS A.6.1 ENLARGED RESTROOM PLAN/DETAILS X A.9.1 DOOR SCHEDULE / SIDELIGHT SCHEDULE / DETAILS A.9.2 DETAILS A.9. SITE PLAN -NTS i 4 PLANTER F(4)',PARKING1 - A SPACES .I 40.00' 564 INDUSTRY DR: j (Building 6) ENTRv;. s ± 13,379 SQFT (8) PARKING SPACES aLoo' i'; PLANT. _GNTKY,,,'ENTRY._.PLANT) R_ _].,_ BUILDING SITE PLAN PLANTER Not to Scale , i i ;Ral'I:R I'Y 1t,:1)USTR1'1)RIV[.., t ct•• LOT 7 PARCEL REFERENCE PLAN: NOT TO SCALE PROJECT DATA: ANDOVER EXECUTIVE PARK -BUILDING 6 ZIP CODE: 98188 PARCEL NUMBER: 022-340-0010 BUILDING SQFT: 13,379 STORIES: 2 JURISDICTION: CITY OF TUKWILA ZONING: TUC (TUKWILA URBAN CENTER) )14 Tenant: FIDELIS COMMUNICATIONS ANDOVER EAST BUILDING VI 576 INDUSTRY DRIVE, TUKWILA, WA A Tenant Improvement for: SKB COMPANIES 617 INDUSTRY DR TUKWILA, WA 98188 burgess design interiors Q architecture 1326 Fifth Avenue .suite 400.Seattle Washington 98101 T: (206) 587,7120 F: (206) 587.7122 All reproduction & intellectual property rights reserved c 2013 Approved by: Date: FILE COPY Porn* No. 17i-�O 0° Plan review approval is subject to errors and OMISSJO'PINSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND Approval of construction documents does no aUtn�' LDING TENANT HAVE GIVEN THEIR APPROVAL TO the violation of any adopted code or ordinancb. i"Icv TH SE CONSTRUCTION DOCUMENTS. APPROVAL BY f approved r'I'I1EsE PARTIES SHALL BE INTERPRETED AS :+ w a°;'�tfons 18 at crlow1edg PROVAL OF DRAWINGS FOR CONTENT, FINISH LECTIONS, SCOPE OF WORK, AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE, .// FURNISHINGS, AND TENANT EQUIPMENT AND ��f FURNITURE INSTALLATIONS. APR 02 2014 City Of lUkwiia BUILDING DIVISION RECEIVED CITY OF TUKWILA APR:0 1 2014 PUBLIC WORKS PERMIT CENTER SYMBOLS ELEVATION REFERENCE SYMBOL U DETAIL ID SHEET NO. D SECTION REFERENCE SYMBOL DETAIL REFERENCE SYMBOL COLUMN AND/OR GRID LINE SYMBOL DIMENSION LINE: 20' - '1 L ANGLE © AT CENTERLINE O O INDICATES FINISHED SURFACES TO ALIGN DRAWING TITLE BAR DETAIL IDENTIFICATION DRAWING TITLE GRAPHICAL SCALE FLOOR ELEVATION SYMBOLS 92'-0" +1'-0" NOMINAL FLOOR ELEVATION HEIGHT (ABOVE/BELOW) BUILDING SPACE / ROOM ID OFFICE -is- SPACE NAME -�-- SPACE NUMBER 1127 DOOR SYMBOL DOCUMENT SHEET SYMBOL KEYED SHEET NOTES GLAZING SYMBOL �-- REVISION NUMBER DEFINITIONS AND DIMENSIONS A. DEFINITIONS: 1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. 2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION NOTED. 3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. 5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. B. DIMENSIONS: 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. A. STRUCTURAL DRAWINGS B. LARGE SCALE DETAILS C. SMALL SCALE DETAILS D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANS 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF". 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED. 7. DOCUMENTS ARE DRAWN DIAGRAMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. • KEY PLAN/FLOOR PLATE 1 1 EXIT 1 1 1 EXIT 1':20' ANDOVER PARK EAST BUILDING VI SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas MOM I .t. ►1 Clay of Tub EttilUDING 011erfStON LONGEST COMMON PATH OF EGRESS TRAVEL: 45 LINEAL FEET < 100' 5turt# Saes des F1Iva 0 Bat aiwi;98e, fl in4 LEGAL DESCRIPTION / PARCEL NO. PARCEL NUMBER: 0223400010 LEGAL DESCRIPTION: ANDOVER INDUSTRIAL PARK #5 LESS UP RR OPER R/W STREET MAP i tiOth O mnItA bet, 54 . COV Ettth,S.t Y9 :> ... ) • S 172is0.6s ' ..• 175nh53 ... SWI Sw 27th S • i3W CONSTRUCTION AND/OR INITIATION OF CONSTRUCTION, AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT. Professional seal REGISTERED ARCHITECT 0.KOLODZIEJSICi STATE OF WASHINGTON No. Issue Description Date REVIEW SET 03.24.14 PERMIT SET 03.31.14 Drawn by: mk Project No: 13.3404.00 Project Manager: KK COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36". Scale entities accordingly if reduced G.0.0 08710 - FINISH HARDWARE 09650 - RESILIENT FLOORING 15800 - HEATING VENTILATING AND AIR CONDITIONING PROJECT NOTES 1. THESE PROJECT NOTES ARE GENERIC IN NATURE. CONTRACTORS INSTRUCTIONS FOR CONSTRUCTION ADMINISTRATION MAY VARY BASED ON THE CONTRACT BETWEEN BUILDING MANAGEMENT AND TENANT. VERIFY WITH BUILDING MANAGEMENT ALL CONSTRUCTION REQUIREMENTS AND CONSTRUCTION ADMINISTRATION RESPONSIBILITIES. THE DESIGNER MAY NOT HAVE CONSTRUCTION ADMINISTRATION OBLIGATIONS. 2. PLUMBING, ELECTRICAL, MECHANICAL & LIFE SAFETY SHALL BE PERFORMED UNDER THE DESIGN/BUILD CONTRACT. ALL WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS ARE FOR REFERENCE AND SCHEMATIC DESIGN ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF THE DESIGN. VERIFY REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT. REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS FOR AESTHETIC REASONS ONLY. 3. VERIFY BUILDING STANDARDS WITH BUILDING MANAGEMENT WHEN WORKING IN SUITES WITH NON BUILDING STANDARD ELEMENTS. VERIFY PREFERRED DETAILING OF THESE ELEMENTS WITH BUILDING MANAGEMENT. 4. VERIFY ALL RULES, GENERAL CONDITIONS AND SPECIALIZED BUILDING REQUIREMENTS WITH THE BUILDING MANAGEMENT. 5. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT. DMSION I - GENERAL CONDITIONS 01010 SUMMARY OF WORK 1. GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE, UON. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT BURGESS DESIGN MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. ALL DESIGN BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR. 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 7. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS. 10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. 11. THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS, AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL LINES AND DIMENSIONS. BEFORE DOING AND WORK, THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE SITE AND NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES. 12. THE CONTRACTORS SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS OTHERWISE NOTED. 13. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY MANUFACTURERS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE SPECIFIED. ALL MATERIAL, EQUIPMENT AND FIXTURES SHALL BE CODE WORTHY WITH ALL PROPER JURISDICTIONAL APPROVALS. DMSION II - SITE WORK 02050 - DEMOLITION 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLAN / SPACE PLAN WITH WORK LETTER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED, ALTERED OR REWORKED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. DMSION VI - ARCHITECTURAL CARPENTRY AND CASEWOIr 06100 - ROUGH CARPENTRY 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 06200 - FINISH CARPENTRY 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 06400 - ARCHITECTURAL WOODWORK AND CASEWORK 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB./CU. FT., AT LEAST 3/4" THICK. 3. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS, OR PER BUILDING STANDARD. 4. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, AND FORMICA, UON. LAMINATE TO BE GENERAL-PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL. 5. INTERIOR CABINET SURFACES & SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, UON. 6. SHELF EDGING TO BE P-LAM, UON. 7. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. DMSION VIII - DOORS AND WINDOWS 08210 - WOOD DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, UON. 3. DOORS SHALL BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 5. CONTRACTOR SHALL REVIEW SUITE FOR DOOR STYLE CHANGES AND VERIFY WITH ARCHITECT AND BUILDING MANAGEMENT THE DOOR STYLE TO MATCH IF A VARIATION IS PRESENT. 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY WITH BUILDING MANAGEMENT. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET ACCESSIBILITY REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE AND RATED AT REQUIRED ASSEMBLIES. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES. 8. ALL HARDWARE SHALL MATCH BUILDING STANDARD IN STYLE AND FINISH. 9. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. 10. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE. 11. PROVIDE PROPER SMOKE GASKETS AT RATED ASSEMBLIES. 12. MATCH BUILDING STANDARD SPECIFICATIONS AND FINISHES. 13. THE FOLLOWING UL LISTINGS ARE REQUIRED ON THE FOLLOWING HARDWARE: PANIC HARDWARE - UL #305 FIRE EXIT HARDWARE - UL #106 & UL #305 ELECTROMAGNETIC LOCK HARDWARE - UL # FWAX-S-A-6635 THE CRASH BAR MUST BE AT LEAST 1/2 OF THE DOOR WIDTH AND OPEN FORCE NO MORE THAN 15 LBS. VERIFY WITH BUILDING STANDARD & MANAGEMENT AND INFORM ARCHITECT IF BUILDING STANDARD DOESN'T COMPLY. 08810 - GLASS 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON. 2. CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE FOR DIMENSIONS AND SPANS. 3. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 4. RATED GLASS (CERAMIC) RELITE SHALL BE PREMIUM POLISHED FINISH. GLAZING SHALL COMPLY WITH IBC 716.3 DIVISION IX FINISHES 09250 GYPSUM DRYWALL AND METAL STUDS 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES TO THE PARTITION HEADS AND CEILING GRID. 6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPLICABLE. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M/R" TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI -EXPOSED. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE STRUCTURAL DIAGONAL BRACING AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS. 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES, ETC. ON BOTH SIDES OF CROSSING/PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES AND MATERIALS. 14. FIRE AND SMOKE SEPARATION ASSEMBLIES SHALL BE MARKED AS REQUIRED IN IBC SECTION 703.7. 09500 - CEILING SUSPENSION SYSTEMS. 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. VERIFY WITH BUILDING MANAGEMENT IF EXISTING CONDITIONS ARE SEISMICALLY BRACED OR PROVIDE PER CODE. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE AND DATA CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEILING TILE, UON. 6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 7. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12'-0". ANCHOR AS REQUIRED. 9. IN AREAS OF ALTERATIONS CONTRACTOR SHALL MATCH CONDITIONS AND MAKE EVERY EFFORT TO ALIGN, LEVEL AND MATCH NEW CEILING TO OLD. CONTRACTOR SHALL REVIEW ALL CEILINGS UPON COMMENCEMENT OF THE PROJECT AND INFORM THE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN THE CEILING WITHIN 10 DAYS. 10. ADJUST PARTITION HEAD DETAIL TO MATCH EXISTING CEILING CONDITIONS IF NECESSARY. 09530 - ACOUSTICAL TREATMENT 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID, UON. 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 2. PROVIDE RUBBER -REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITIOUS UNDERLAY PER MFR'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 5. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION, UON. 6. UNLESS SPECIFIED ALL RUBBER BASE SHALL BE COVED BASE. 09680 - CARPET 1. PROVIDE AND INSTALL COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 3. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 09900 - PAINTING AND STAIN 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL, UON. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 6. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM, UON. 8. ALL PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (ESPECIALLY IN REGARD TO THE PRIMING OF EXISTING SURFACES). 9. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 10. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 11. SAND ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH FINISH. 12. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. DMSION XII FURNISHINGS 12500 - WINDOW TREATMENT 1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED AND CLEANED TO LIKE -NEW CONDITION. 2. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. MATCH EXISTING CONDITIONS UON. 3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1" MINI -BLINDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE '° SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. 12900 - SIGNAGE 1. PROVIDE AND INSTALL ALL CODE REQUIRED SIGNAGE. DMSION XV - MECHANICAL 15400 - PLUMBING 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, OR PER BUILDING STANDARD, UON. 4. PROVIDE HOT AND COLD WATER TO SINKS/DISHWASHERS IF APPLICABLE. 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE. VERIFY LOCATIONS WITH BUILDING MANAGEMENT AND INSPECTORS. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR SHALL PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 8. VERIFY WATER SUPPLY & SEWER DRAIN CAPACITY FOR ENTIRE BUILDING WILL MEET NEW CAPACITY WHEN NEW RESTROOMS ARE ADDED TO BUILDING. 15500 - FIRE PROTECTION 1. ALTER OR INSTALL FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A-10BC 5-LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE, UON. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. VERIFY LOCATION WITH FIRE MARSHALL. WHEN REQUIRED BY CODE, PROVIDE 1 WALL MOUNT TYPE IN EACH SERVER ROOM OR LABORATORY. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE HORNS AND STROBES. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. 9. USE OF NFPA 13 QUICK RESPONSE HEADS MAY BE REQUIRED. CONTRACTOR SHALL VERIFY EXTENT OF QUICK RESPONSE HEADS BY CITY FOR THIS PROJECT. 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 3. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER. FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 4. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS. 5. RE -ZONE, ALTER OR SEPARATE HVAC AS NECESSARY AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 16000. - ELECTRICAL AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVER PLATES TO MATCH NEW FINISH IF APPLICABLE. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUD RINGS TO BE LOCATED AT 18" AFF TO THE CENTER LINE, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED UON. 6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND FAULT INTERRUPTED CIRCUIT. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVER PLATES SHALL BE BUILDING STANDARD FINISH, UON. VERIFY WITH BUILDING MANAGEMENT. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANT'S NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. 11. THE CONTRACTOR IS TO COORDINATE WITH THE TENANTS SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J-BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. FLOOR SHALL BE LEFT FLUSH. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVER PLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK-TO-BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED FOR ACOUSTICAL CONTROL 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE . DESIGN/BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN/BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER/DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, SYSTEM FURNITURE, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER/DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE GRILLS AND THERMOSTATS. 24. RECIRCUIT, ALTER OR SEPARATE ELECTRICAL AND VOICE SYSTEM AS NECESSARY AND AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 16500 - LIGHTING 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBILITY CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 3. WHEN WORKING IN PUBLIC CORRIDOR VERIFY SWITCHING REQUIREMENTS WITH BUILDING MANAGEMENT. 4. VERIFY WITH BUILDING MANAGEMENT SEPARATION OF SUITE SWITCHING WHEN DEMISING CONFIGURATIONS CHANGE. 5. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE OR CENTER OF 2X2 PORTION OF 2X4 SECOND LOOK TEGULAR TILE. UON. 6. REUSE ALL EXISTING BUILDING STANDARD FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS. 7. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 8. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING -HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 9. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 10. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 11. CONTRACTOR SHALL RE -CIRCUIT AND RE -SWITCH ALL ASPECTS OF TENANT SUITE AND ADJOINING SUITES AS NECESSARY TO FULLY SEPARATE TENANT SUITE FROM OTHERS, AND PROVIDE NEW CORRIDOR, HALLWAY AND OPEN OFFICE SWITCHES AS NEEDED. 12. VERIFY SWITCHING WITH TENANT AND BUILDING MANAGEMENT. VERIFY APPROVED ENERGY CODE REQUIREMENTS OR ENERGY MANAGEMENT SYSTEM AS PART OF THE DESIGN BUILD CONTRACT. 13. PROVIDE, ALTER OR VERIFY ALL EMERGENCY EXIT LIGHTING AND ACCESS PATHWAY LIGHTING AS DIRECTED BY EXISTING CONDITIONS AND CODE REQUIREMENTS. RECEIVED 14. EXIT. SIGNS SHALL HAVE UL #924. CITY OF TUKWILA APR 0.1 2014 IaERNIIT CwNTER Tenant: FIDELIS COMMUNICATIONS ANDOVER EAST BUILDING VI 576 INDUSTRY DRIVE, TUKWILA, WA A Tenant Improvement for: SKB COMPANIES 617 INDUSTRY DR TUKWILA, WA 98188 burgess design Imnterb0rs © architecture 1326 Fifth Avenue . Suite 400, Seattle Washington 98101 T: (206) 587.7120 F: (206) 587,7122 All reproduction & intellectual property rights reserved c 2013 REVIEWED FOR CODE COMPLIANCE APPROVED APR 28 201k City of Tukwila BUILDING DIVISION Professional seal No. Issue Description Date REVIEW SET 03.24.14 PERMIT SET 03.31.14 Drawn by: mk Project No: 13.3404.00 Project Manager: KK PROJECT NOTES Original drawing is 24" x 36". Scale entities accordingly if reduced G.O.1 DEMOLITION PLAN 0 8' 16' 24' erN 1 /8" = 1'- 0" NEW OPEN OFFICE NEW OFFICE NEW OFFICE NEW RESTROOM 1"—I NEW OFFICE CONSTRUCTION PLAN NEW CONFERENCE • NEW OFFICE OFFICE OFFICE (E) ix\ BREAKROOM ENTRY NEW STORAGE STORAGE 102 (E) (E) (E) CONFERENCE 101 wc? o oo DEMOLITION SYMBOLS KEYED DEMOLITION NOTES SYMBOL LEGEND KEYED CONSTRUCTION NOTES .=_-___,... EXISTING CONSTRUCTION TO BE REMOVED EXISTING CONSTRUCTION TO REMAIN O DEMO DOOR, FRAME, AND HARDWARE — TO BE STORED OR RELOCATED AND REINSTALLED WHERE APPLICABLE. VERIFY WITH BUILDING MANAGEMENT. O DEMO EXISTING TOILET, SINK/FIXTURES AND ASSOCIATED EQUIPMENT. EXISTING PLUMBING & DRAIN LINES ARE TO BE MODIFIED, IF APPLICABLE, TO ACCOMMODATE INSTALLATION OF NEW TOILET AND SINK. WATER AND DRAIN LINES NOT BE BE RE —USED ARE TO BE REMOVED BACK TO SOURCE AND CAPPED OFF. PATCH AND REPAIR ALL SURFACES AS REQUIRED FOR NEW CONSTRUCTION OR FINISHES. 3O DEMO EXISTING STOREFRONT ASSEMBLY AND ASSOCIATED HARDWARE AND STRUCTURE. PATCH, REPAIR AND PREPARE ALL SURFACES AS REQUIRED FOR INSTALLATION OF NEW BUILDING STANDARD STOREFRONT ASSEMBLY O REMOVE PORTION OF EXISTING PARTITION FOR INSTALLATION OF NEW DOOR. REFER TO CONSTRUCTION PLAN AND A.9.1 FOR ADDITIONAL INFORMATION. O DEMO EXISTING BASE HEATER. REMOVE ALL HARDWARE AND ELECTRICAL LINES BACK TOP SOURCE. PATCH AND REPAIR SURFACES AS REQUIRED FOR NEW FINISHES. ODEMO PORTION OF EXISTING PARTITION FOR NEW PASSAGE OPENING. REPAIR AND PREPARE ALL SURFACES AS REQUIRED FOR NEW FINISHES AND TO MAINTAIN SUITE STANDARD QUALITY. RELOCATE ELECTRICAL AS NEEDED. 7O DEMO PORTION OF EXISTING PARTITION. 8O REMOVE OLD TENANT SIGNAGE AND OLD SUITE NUMBER. PATCH AND REPAIR ALL SURFACES, AFTER REMOVAL, AS REQUIRED TO MAINTAIN BUILDING STANDARD CONDITIONS. O DEMO EXISTING SPACE HEATER. REMOVE ALL STRUCTURE AND HARDWARE. MEP INFRASTRUCTURE ARE TO BE REMOVED BACK TO SOURCE AND CAPPED OFF. 10 DEMO EXISTING PHONE —BOARD. REMOVE OR RELOCATE WIRING AS REQUIRED. PATCH AND REPAIR SURFACE AS REQUIRED TO MAINTAIN SUITE STANDARD. 11 REMOVE EXISTING SECURITY BOARD AND/OR KEYPAD. REMOVE ALL ASSOCIATED WIRING BACK TO SOURCE. PATCH AND REPAIR SURFACES AS REQUIRED TO MAINTAIN SUITE STANDARD. 0 REMOVE ALL FLOOR FINISH IN THESE ROOMS OR AREAS. 13 REMOVE ELECTRICAL DEVICES THAT ARE TOO HIGH ON WALL. REMAIN PARTITION CONSTRUCTION, PER DETAIL K/A.9.1 INTERIOR PARTITION CONSTRUCTION, PER DETAIL J/A.9.1 ALUMINUM STOREFRONT SYSTEM, REFER TO A.9.1 FOR ADDITIONAL INFORMATION FIRE EXTINGUISHER CABINET 1O FURR CONCRETE WALL W/ GWB. THICKNESS OF FURRING SHALL CONSIDER MATCHING ADJACENT FINISHES & ELECTVICAL NEEDS. 2O DOORWAY INTO NEW OFFICE SHALL HAVE CUSTOM JAMB WALL ASSEMBLY. ADA ACEESS IS AVAILABLE DOOR 105. O3 FOR ELEVATION SEE SIDELIGHT SCHEDULE. ELEVATION NOTES: FOR ALL NEW STOREFRONT ASSEMBLIES — SHALL MATCH EXISTING CONDITIONS IN DETAIL AND FINISH. — NEW ASSEMBLIES AREA PLACED IN EXISTING OPENINGS — NEW ASSEMBLIES SHALL INCLUDE ANY NEW STRUCTURAL REQUIREMENTS (IF NEEDED). — ALL GLASS SHALL BE DOUBLE PANED INSULATED AND IMPACT HAZARD AS REQUIRED. — MAX. U—FACTOR .38 — MAX. SHGC .35 — CONTRACTOR AND SUBS TO PROVIDE NFRC CERTIFICATION — SHOP DRAWINGS APPROVED BY EANANR, LANDLOAD, AND ARCHITECT. — — VERIFYDOOR SHALL ALL SITTEE HAVE COMPLATE WEATHER STRIPPING. , ELEVATIONS AND OTHER REQUIREMENTS WITH LANDLORD. O GWB CASED OPENING. O LOCK OFF THIS DOOR. # I EXISTING CONSTRUCTION TO NEW INSULATED INTERIOR # # GENERAL DEMOLITION NOTES NEW INSULATED FULL HEIGHT —� NEW BUILDING STANDARD 1. REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF DEMOLITION. 2. SAVE AND STORE ALL LIGHT FIXTURES, EXIT SIGNS, DOORS & HARDWARE FOR RE —USE, UON. 3. SAVE ALL EXISTING PLUMBING FIXTURES FOR RE —USE, LION. 4. REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS, ETC FROM ALL DEMOLISHED PARTITIONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL THE WAY BACK TO THE ORIGINATING SOURCE, UON. _f _ NEW CASEWORK / MILLWORK LINE OF UPPER CABINETS F.E.C. NEW BUILDING STANDARD = GENERAL CONSTRUCTION NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTmONS/TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTmONS, UON. SEE TYPICAL WALL DETAIL SHEET FOR MORE INFORMATION. 7. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. 8. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE—RETARDENT TREATED WOOD WHEN BUILDING IS CONSTRUCTION TYPE I AND II. 9. REFILL ANY ABANDONED CORE DRILL HOLE OR SIMILAR WITH FIRE\cODE RATING. UON. PROOFING THAT MATCHES THE FLOOR PRICE OPTION AO PROVIDE NEW GLASS PANEL DOOR IN STOREFRONT SYSTEM SIMILAR TO 3O ABOVE. DOOR SHALL HAVE ENTRY LOCKSET, AND BE USED AS AN EXIT. �= \AIE.0 FOR n� JIEOMPLIANC'� C p IppRO`+IED pSR 2 S 2014 City of TUI�Wita BUILDING DIV'ISIOi�i RECEIVED CITY OF TUKWILA APR ,0:1 2014 PERMIT CENTER Tenant: FIDELIS COMMUNICATIONS ANDOVER EAST BUILDING VI 576 INDUSTRY DRIVE, TUKWILA, WA A Tenant Improvement for: SKB COMPANIES 617 INDUSTRY DR TUKWILA, WA 98188 burgess design interiors ® architecture 1326 Fifth Avenue . Suite 400. Seat le Washington 98101 T: (206) 587.7120 F: (206) 587.7122 All reproduction & intellectual property rights reserved c 2013 Professional seal 7196 . ICOLODZIEJSKIli STATE OF WASHINGTON No. Issue Description Date REVIEW SET 03.24.14 PERMIT SET 03.31.14 Drawn by: mk Project No: 13.3404.00 Project Manager: KK DEMOLITION / CONSTRUCTION PLANS Original drawing is 24" x 36". Scale entities accordingly if reduced A.2A.1 Prrirmardami mmi II ;Krill NI UWE 1111,1 KAEOPINOr AIWA Ir 0 lr vied' 511 REFLECTED CEILING PLAN 0 fl 8' 16' 24' 1 /8" = 1'- 0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2014 City of Tukwila BUILDING DIVISION RCP LEGEND GENERAL RCP SHEET NOTES LIGHTING SUMMARY SYMBOL DESCRIPTION/SPEC r AI ,� irrrj' � AREA OF NEW BUI%DING STANDARD CEILING GRID AND TILE, SEE 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES REFER TO DESIGN BUILD ELECTRICAL DRAWINGS AND DESIGN BUILD UFE SAFETY FOR COMPLETE REFLECTED CEILING PLAN DESIGN. 3. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCHES IN A SINGLE LOCATION SHALL BE GANGED IN A SiNGLE BOX AND COVERED WITH A SINGLE COVERPLATE. 5. CLEAN, REPAIR OR REPLACE AS REQUIRED ALL EXISTING SUSPENDED CEILING GRID AND TILES EXISTING TO REMAIN. 6. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY/RETURN GRILLS AT EXISTING ACT. PROVIDE NEW 0 NEW CEILINGS. 7. ELECTRICAL SUB —CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE RELOCATED. 8. ELECTRICAL SUB —CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES DESIGNATED AS NEW. 9. PROVIDE EGRESS ILLUMINATION PER IBC 1006. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THIS SYSTEM UNDER THE DESIGN BUILD CONTRACT. VERIFY WITH BUILDING MANAGEMENT'S EXISTING SYSTEM AND PROVIDE FULL COMPLIANCE TO NEW TENANT SPACE, SHOWN ONLY ®NEW AREAS. 10. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT CANDLE (11 LUX) AT THE WALKING SURFACE. 11. PROVIDE ALL B/S LIGHTS & DEVICES. 12. PROVIDE NEW B/S FAN IN RESTROOMS. 2012 Washington State Nonresidential Energy Code Compliance Form li 0 0 C • RECEIVED CITY OF TUKWILA APR . 01 2014 PERMIT CENTER Interior Lighting Summary LTG —SUM C/A•9.2 �.� EXISTING 4' UTILITY STRIP FIXTURE TO REMAIN.iffiAddi ArAlio1 11-2013 Project Info Project Address: FIDELIS COMMUNICATION Date 3/21/14 EXISTING 4' UTILITY STRIP FIXTURE TO BE REMOVED. 4fr 3=3 WAY SWITCH 4=4 WAY SWITCH NEW SWITCH LOCATION. 580 INDUSTRY DRIVE For Budding TUKWILA, WA 98188 Department Use Applicant Name: BURGESS DESIGN INC. ,,, NEW 4' UTILITY STRIP FIXTURE. D NEW DIMMER SWITCH LOCATION Applicant Address: 1326 FIFTH AVENUE, /400, SEAITLE, WA 98101 HANG AT 8'-6" A.F.F. Applicant Phone: 206 587 7120 Project Description ❑New Building 0 Addition ®iteration ❑Plans included 1 EXISTING 2' X 4' FLUORESCENT FIXTURE TO REMAIN. 0 NEW BUILDING STANDARD RECESSED CAN LIGHT. Lighting Complaince Path 0 Lighting Power Calculations 0 Total Batwing Perfomance (If Total Building Performance then only LGT—CHK is required) — J EXISTING 2' X 4' FLUORESCENT FIXTURE TO BE REMOVED. N = NEW NEW B/S EMERGENCY FIXTURE PER 9®C 1006. Lighting Power Allowance Method g g El Area Method p s Space —By —Space Method EXISTING EXIT SIGN TO REMAIN. interior Lighting System Description Briefly describe lighting system type and features NEW OR RELOCATED 2' X 4' FLUORESCENT FIXTURE. 0 COORDINATE WITH CODE OFFICIAL. Additions and Change of Space Use (C101.4.3 & C101.4.4) NEW GWB CEILING, SEE L/ A.9.2 g EXISTING EXIT SIGN TO BE REMOVED ❑ Addition area or Change of Space Use area complies with all applicable provisions as stand alone project 0 Addition area is combined with existing building lighting systems to demonstrate compliance with all applicable provisions per C101.4.3 Provide Building Area Method (LTG—INi—BLD) or Space —By —Space Method (LTG—INi—SPACE) Compliance Form. Document moximum allowed and proposed (including existing if applicable) lighting wattage of Addition or Change of Use space. Provide applicable lighting controls per C405.2 and commissioning of righting controls per C405.13. N/R 0 N = NEWWITH NEW OR RELOCATED EXIT SIGN. COORDINATE FINAL LOCATION CODE OFFICIAL. Alterations, Renovations and Repairs (C101.4.3.1) ❑ 80% or more of luminaries in space replaced ` Provide Bulking Area Method (LTG—INi—BLD) or Space —By —Space Method (LTG—INT—SPACE) Compliance Form. Document maximum allowed wattage within the lighting retrofit space in Maximum Mowed Wattage table and proposed (including existing) righting wattage in Proposed Wattage table. Retrofit and non —retrofit spaces shall be documented separately using multiple forma. ❑x Less than 60% of luminaries in space replaced Provide separate Space —By —Space Method (LTG—INf—SPACE) Compliance Form for this retrofit area. Document existing total wattage within the righting retrofit space in cell provided in the Maximum Mowed Wattage table. Document proposed (including existing) lighting wattage in proposed Wattage table. El lamp and/or ballast replacement within existing luminaries only —existing total interior building wattage not increased ❑ New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific application controls (C405.2.3), and commissioning of lighting controls per C405.13 KEYED RCP SHEET NOTES ❑ New or moved lighting panel Provide applicable righting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of lighting controls per C405.13 <> AREA OF EXISTING GWB CEILING TO REMAIN. NEW ADJACENT GWB CEILING TO MATCH EXISTING. OPROVIDE GWB SOFFIT © AREAS WHERE GRIDS DON'T ALIGN. O. ALIGN NEW GRID TO OLD. O PROVIDE 4 WAY SWITCHING IN THIS WAREHOUSE. 5O REMOVE 150W BARE BULB FIXTURE & REPLACE WATTAGE W/ (1) B/S FLOURESCENT © 95 FOR A LOSS OF WATTAGE. O THIS OFFICE WILL HAVE HEAT ONLY. O THIS OFFICE SHALL INCLUDE NEW HEAT & AC. 0 Space is reconfigured —luminaries unchanged or moved only Provide applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13 0 No changes are being made to the interior righting and spots use not changed. Tenant: FIDELIS COMMUNICATIONS ANDOVER EAST BUILDING VI 576 INDUSTRY DRIVE, TUKWILA, WA A Tenant Improvement for: SKB COMPANIES 617 INDUSTRY DR TUKWILA, WA 98188 burgess design I interiors 0 architecture 1326 Fifth Avenue. Suite 400. Seattle Washington 98101 T: (206) 587,7120 F: (206) 587.7122 All reproduction & intellectual property rights reserved c 2013 Professional seal 7196 REGISTERED ARCHITECT STATE OF WASHINGTON No. Issue Description Date REVIEW SET 03.24.14 PERMIT SET 03.31.14 Drawn by: mk Project No: 13.3404.00 Project Manager: KK REFLECTED CEILING PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced A.2B.1 I I NEW NEW RESTROOM OPEN OFFICE NEW NEW OFFICE Z ► OFFICE 109 el 110 POWER AND DATA PLAN uzr� i 0 8' 16' 24' eNs 1 /8" = 1 ' - 0" NEW NEW OFFICE STORAGE NEW OFFICE FINISH PLAN 0 NEW NEW RESTROOM OPEN OFFICE NEW OFFICE 110 8' 16' 24' 111 NEW CONFERENCE 0" NEW OFFICE OFFICE OFFICE BREAKROOM ENTRY NEW STORAGE STORAGE CONFERENCE 101 Tenant: FIDELIS COMMUNICATIONS ANDOVER EAST BUILDING VI 576 INDUSTRY DRIVE, TUKWILA, WA A Tenant Improvement for: SKB COMPANIES 617 INDUSTRY DR TUKWILA, WA 98188 burgess design interiors © architecture 1326 Fifth Avenue . Suite 400. Seat le Washington 98101 T: (206) 587.7120 F: (206) 587.7122 AM reproduction & intellectual property rights reserved c 2013 71H000 WALL MOUNTED DEVICES GENERAL ELECTRICAL NOTES FINISH SPECIFICATIONS GENERAL FINISH NOTES SYMBOL DESCRIPTION 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE WORKING CONDITION OF ALL EXISTING OUTLETS NOTED TO REMAIN. 3. ALL OUTLETS SHOWN ARE APPROXIMATE. DUE TO HIDDEN CONDITIONS ADDITIONAL P/P/D MAY EXIST BUT NOT BE REFLECTED ON THE PLANS. 4. FURNITURE SHOWN FOR INTENT ONLY, FINAL LOCATION OF FURNITURE AND OUTLETS TO BE COORDINATED WITH TENANTS FURNITURE VENDOR. VERIFY ELECTRICAL AND VOICE/DATA REQUIREMENTS WITH TENANT. 5. UNLESS DIRECTED OTHERWISE, ALL VOICE/DATA CABUNG AND EQUIPMENT ASSOCIATED WITH VOICE/DATA SERVICE INCLUDING WORK FROM BUILDING/FLOOR D-MARK TO SERVER ROOM SHALL BE FURNISHED AND INSTALLED BY TENANT. SYMBOL MANUFACTURER DESCRIPTION 1. PROVIDE B-1 THROUGHOUT, UON. 2. PROVIDE P-1 THROUGHOUT, UON. 3. PROVIDE CPT-1 THROUGHOUT, UON. 4. REFER TO ELEVATIONS AND DETAIL SHEETS. 5. CENTER TRANSmON BETWEEN MATERIALS UNDER DOOR PER DETAILS. 6 EXISTING TO REMAIN BASE I� # DUPLEX OUTLET (#DENOTES MOUNTING HT IN INCHES) B-1 IJATCH EXISTING 4"h COVED COLOR: RUBBER BASE. MATCH EXISTING -... QUADRAPLEX OUTLET CARPET DEDICATED DUPLEX OUTLET FIELD CARPET CPT-1 MATCH EXISTING COLOR: MATCH EXISTING INSTALLED: MATCH EXISTING VOICE & DATA COMBINATION OUTLET VINYL COMPOSITION TILE KEYED FINISH NOTES CR ACCESS CONTROL SYSTEM VERIFY TYPE WITH TENANT AND SYSTEM REQUIREMENTS (BY TENANT OR BUILDING MANAGEMENT) WITH TENANT AND BUILDING MANAGEMENT. KEYED POWER �c DATA NOTES 12" X 12" STANDARD [MELON 1/4 TURNED. .0 CONCRETE FLOOR TO BE LEFT IN 'BROOM CLEAN' CONDmON. 0. PROVIDE 4" INTEGRAL COVE BASE CO RESTROOM. 3 ADD CARPET IF NEEDED. .0.COLNO CHANGE TO FINISHES IN THESE ROOMS, UNO. ,. hEUIED FOR CODE COMPLIAI`ICE APpROvED wil28 2014 City of Tukwila BUILDING p1�1IS10N RECEIVED CITY OF TUKWILA APR . 0 1 2014 PERMIT CENTER VCT-1 ARMSTRONG COLOR: MATCH EXISTING TRANSITION STRIP: MATCH BASE COLOR O RELOCATE OUTLET IF NEEDED. i> VERIFY OR PROVIDE ELECTRICAL OUTLET FOR REFRIGERATOR IN NEW LOCATION. PAINT M I S C . NOTATION P—t BENJAMIN MOORE CWB OLOR: MAEGG MATCH CH EXISTING FINISH N DENOTES A NEW DEVICE ACOUSTICAL CEILING GFI DENOTES A GROUND FAULT INTERRUPT CIRCUIT GRID: MATCH EXISTING SUITE STANDARD ACT ARMSTRONG TILE: MATCH EXISTING SUITE STANDARD WINDOW TREATMENT -t LEVALOR 1" HORIZONTAL MINIBUND COLOR: MATCH EXISTING SUITE STANDARD VINYL FLOORING PLANK FLOORING, ALLOW FOR $4/SF INSTALLED. VF—t TBD STYLE & COLOR: TBD TRANSMON STRIP: MATCH BASE COLOR SHEET VINYL VF-2 ARMSTRONG STYLE: PERSPECTIVES, COLOR: TBD TRANSITION STRIP: MATCH BASE COLOR Professional seal KIP G. KOLODZIEJSKI STATE OF WASHINGTON No. Issue Description Date REVIEW SET 03.24.14 PERMIT SET 03.31.14 Drawn by: mk Project No: 13.3404.00 Project Manager: KK POWER & DATA/ FINISH PLANS Original drawing is 24" x 36". Scale entities accordingly if reduced A.2C.1 ACCESSORIES VERIFY SPECIFICATIONS W/ BUILDING STANDARD. SYMBOL FIXTURE ADA RESTROOM PLAN 54" MIN. 39"-41" 42" MIN. 1-1 /4" 0x42"L GRAB BAR- / 12/ MAX. W.C. z\ EXISTING SPACE IS SUFFICIENT RESTROOM PER PLUMBING CODE BUT DOES NOT HAVE ADA FIXTURES. PROJECT PROVIDE AN ADA RESTROOM FOR THE TENANT USE. PROVIDE STANDARD ACCESSORIES LISTED IN THIS PAGE. 3/8" = 1'- 0" WALL -MOUNTED LIGHT FIXTURE, WHERE OCCURS 0 V: 24"x30" SELF U z Q 3'-4" @ HC FRAMED MIRROR FO. 1-1 /2" 0x36"L GRAB BAR 2' 0" 1'-0" w L 0 t✓ z_ C SOAP DISP. 7-0 5" MAX.-� BUBBLER 15" MIN. / i'0 N NON HC ACCESSIBLE URINAL TYP. ADA COMPLIANT RR MOUNT. HTS. NON HC ACCESSIBLE W.C. HC ACCESSIBLE W.C. 8" MIN-- 6" MAX // /TOE CLEARANCE 1'-5 MIN DEPTH NAPKIN PAPER DISPOSAL TOWEL UNIT DISPENSER NON-ADA TOILET UNIT PAPER DISPENSER PAPER TOWEL DISPOSAL UNIT X N • • SD > COUNTER -MOUNTED SOAP DISPENSER BOBRICK B-822 <TSD> SURFACE —MOUNTED TOILET SEAT COVER DISPENSER BOBRICK B-4221 < TH.> SURFACE —MOUNTED MULTI —ROLL TOILET TISSUE DISPENSER B-4288 <SNR> SURFACE —MOUNTED SANITARY NAPKIN WASTE RECEPTACLE BOBRICK B-277 < PTD > RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTACLE BOBRICK B-4369 <GB-1> GRAB BAR © 36" x 1 1/2" BOBRICK 6806 SERIES <GB-2> GRAB BAR ® 42" X 1 1/2" BOBRICK B-6806 SERIES OR SIMILAR. <GB-3> VERTICAL GRAB BAR ® 18" X 1 1/2" BOBRICK B-6806 SERIES EQUIPMENT SYMBOL FIXTURE <WC-1> ADA—COMPLIANT TOILET— KOHLER DEVONSHIRE K-3503 COMFORT HEIGHT TOILET, FLOOR MOUNT <LAV> ADA COMPLIANT COUNTER MOUNTED LAVATORY KOHLER, GREENWICH, ALL—MOUNT/CONCEALED ARM CARRIER BATHROOM SINK, K-2032 < LF > ADA—COMPLIANT LAVATORY FAUCET WITH MOTION SENSOR ZURN AQUASENSE Z6913, MANUAL FLUSH VALVE ZURN SIERRA Z7440—WF GENERAL NOTES 1. ALL RESTROOM FLOORS SHALL BE IMPERVIOUS SURFACES AND HAVE 4" INTEGRAL COVED BASE. 2. ALL RESTROOMS SHALL HAVE REQUIRED FLOOR DRAINS. 3. ALL RESTROOM WET WALLS SHALL HAVE AN IMPERVIOUS SURFACE UP TO 48" MIN A.F.F. 4. P—TRAP COVERS FINISHES ARE TBD. 5. ALL PLUMBING FIXTURES ARE WHITE. 6. ALL FAUCETS AND BRIGHT WORK ARE POUSHED CHROME. 7. VERIFY INSTAUAT10N REQUIREMENTS OF SURFACE MOUNT VERSUS RECESSED ACCESSORIES WITH ROOM CONDITIONS. FURR PARTmONS AS NECESSARY. 8. VERIFY SCREW LENGTH FOR CONNECTION OF ACCESSORIES INTO P—LAM PARTITIONS SO NO SCREWS ARE EXPOSED. 9. ALL GRAB BARS SHALL SUPPORT A MINIMUM OF 250LBS PER ANSI 609.8 10. PROVIDE ALL RESTROOM SIGNAGE PER IBC 1110.1.3. REVIEWED FOR CODE COMPLIANCE APPROVED APR 28 2014 City BUILDING of Tukwila DIVISION 42" MAX. 36" MAX. / 24" MIN. 1, I: C 3 EWC FIRE EXTINGUISHER CABINET oo • X CO 42" MAX. 36" MAX. 24" MIN (NI z� (NI \ X 00 RECESSED TOILET PAPER DISPENSER A) PROTRUDING TOILET PAPER DISPENSER BELOW GRAB BAR B) PROTRUDING TOILET PAPER DISPENSER ABOVE GRAB BAR RECEIVED CITY OF TUKWILA APR . 0:1 2014 PERMIT CENTER Tenant: FIDELIS COMMUNICATIONS ANDOVER EAST BUILDING VI 576 INDUSTRY DRIVE, TUKWILA, WA A Tenant Improvement for: SKB COMPANIES 617 INDUSTRY DR TUKWILA, WA 98188 burgess design interiors 0 architecture 1326 Fifth Avenue . Suite 400. Seattle Washington 98101 T: (206) 587.7120 F: (206) 587.7122 All reproduction & intellectual property rights reserved c 2013 Professional seal 71 REGISTERED ARCHITECT KIP G. KOLODZIEJSKI STATE OF WASHINGTON No. Issue Description Date REVIEW SET 03.24.14 PERMIT SET 03.31.14 Drawn by: mk Project No: 13.3404.00 Project Manager: KK RESTROOM PLANS & DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced NTS . 6.1 1 741 D 6" DEVICES SHOWN STACKED IN PLAN ARE TO ALIGN VERT. AS SHOWN BELOW AT LOCATION AS DIMENSIONED ON PLAN; OR NEXT TO DOOR / OPENING AS DIMENSIONED BELOW FIRE ALARM STROBE FRAME WHERE OCCURS ROOM SIGNAGE, ETC. THERMOSTAT, IF CONTROLLER LIGHT & PROJECTION SCREEN SWITCHES, WALL MOUNTED OCCUPANCY SENSOR CARD READER WHERE OCCURS HARDWARE LATCH TELEPHONE OUTLET FINISHED FLOOR ELECTRICAL OUTLET 1. LOCATE SWITCHPLATES, ELECTRICAL AND TELEPHONE WALL OUTLETS AT NEAREST STUD FROM SCALED LOCATION ON PLAN, UNLESS SPECIFICALLY DIMENSIONED ON PLAN, ELEVATION, OR LOCATION AS PER DIAGRAM ABOVE. 2. CENTER FIRE ALARM STROBES DIRECTLY ABOVE FIRE EXTINGUISHER CABINETS WHERE BOTH OCCUR. 3. DETAIL IS SCHEMATIC IN NATURE AND ADA COMPLIANCE MAY BE ACHIEVED WITHIN A RANGE. VERIFY WITH ARCHITECT IF QUESTIONS. 4. IN AREAS WHERE ACCESS FLOOR HAS BEEN REMOVED; VERIFY WITH BUILDING MANAGEMENT AND TENANT WHETHER DEVICES SHOULD BE ALTERED TO STANDARD HEIGHTS. LIGHT SWITCHES MUST BE LOWERED TO ADA COMPLIANT HEIGHTS. A GENERAL DEVICE ALIGNMENT u -ten i NTS CEILING AS SCHEDULED OFFICE SIDE NON 0" BOTTOM OF STRUCTURE SEALANT ATTACH" GWB TO METAL STUDS LONG LEG TOP TRACK POWDER DRIVEN FASTENER 0 24"oc WAREHOUSE SIDE 3 5/8" X 20 GA. (33 MILS) METAL STUDS STUDS ® 24" OC, TO 14'-9" MAX. HEIGHT 1 LAYER 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS ATTACHED W/ #6 SCREWS 0 12" 0.C. MAX. INSULATION UON ON PLANS POWDER DRIVEN FASTENER 0 24"oc MET RUNNER TRACK RATED FLOOR TO DECK PARTITION 4" 8" 12„ 3" = 1'-0" NOTE: COORDINATE ANCHOR BRACKET LOCATIONS W/ CASEWORK & EQUIPMENT WHERE SCHEDULED, AND MANUF. MOUNTING INSTRUCTIONS 3 STUDS MIN. BOTTOM OF FINISHED CEILING ANCHOR BRACKET: 6"X16ga UNPUNCHED STUD TRACK, ATTACH TO 3 STUDS MIN. FINISHED FLOOR TYPICAL ANCHOR BRACKET FRAMING BOTTOM OF STRUCTURE 4" PROVIDE ENCAPSULATED 1 8" 1 ACOUSTICAL BAIT EXTENDING 24" EACH SIDE OF PARTITION. 12" 3" = 1'NIDS 12" LEG AT STRUCTURE — ATTACH W/2 POWDER DRIVEN FASTENERS PER BRACE 2 1/2"x25 GA METAL STUD BRACING ® 48" OC TO STRUCTURE. CEILING GRID SHALL BE ALIGNED SO REMOVING PARTITION WILL NOT REQUIRE MOVING THE CEILING GRID. CEILING AT NEW RESTROOM IS GWB 3/8" CONT. FOAM SOUND ISOLATION TAPE SUSPENDED CEILING AS SCHEDULED TAPEABLE MET. TOP TRACK ATTACHED TO BRACING W/2 SELF —TAPPING SM. SCREWS ® 48"oc, AND 3/4" PIPE SLEEVES INSULATION 2 1/2" X 25 GA METAL STUDS ® 24" OC, TO 10'-9" MAX. HEIGHT. 1 LAYER 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS POWDER DRIVEN FASTENER ® 24" OC MET. RUNNER TRACK NON -RATED FLOOR TO 3" ABOVE GRID 0" 4" 8" 12" 3" = 1'-0" PROVIDE MIN 25 GA STUDS & ANCHOR BRACKET ANCHORAGES. DOUBLE STUDS 0 END OF PARTITIONS. 3—#8 PAN HEAD SHT. MTL. SCREWS 6"x16 GA UNPUNCHED STUD TRACK WITH FLANGES COPED AT VERTICAL STUDS. ATTACH TO TWO STUDS MIN. & EXTEND 6"MIN BEYOND MOUNTING POINT EACH DIRECTION. NOTES: 1. TYPICAL ANCHOR BRACKET ASSEMBLY FOR HANDRAILS, GRAB BARS & TOILET ACCESSORY ANCHORAGES. 2. COORDINATE ANCHOR BRACKET LOCATION WITH ACCESSORY MANUFACURER MOUNTING INSTRUCTIONS. TYPICAL MTL. STUD ANCHOR BRACKET REVIEWED FOR CODE COMPLIANCE CE APPROVED APR 2 S 2014 City of Tukwila BUILDING DIVISION NTS 111.1 '00 DOOR & HARDWARE GENERAL NOTES 1. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION. DOOR WIDTH & HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME ® HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES. 3. DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL WIDTH, U.O.N. 4. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH — BOLTS. 5. DOOR / HARDWARE SHALL COMPLY WITH ALL APPLICABLE IBC & ACCESSIBILITY REQUIREMENTS. 2. DOOR SCHEDULE DOOR NUMBER DOOR NOMINAL a WIDTH NOMINAL HEIGHT HARDWARE GROUP 0 104 3'-0" A, 5 WD N/A 105 3'-O" A 5 WD N/A 106 3'-0" A 2 WD N/A 108 3'-0" A 4 WD N/A 109 3'-0" A 2 WD N/A 110 3'-0" A 5 WD N/A 111A 3'-0" A 2 WD N/A 111B 3'-0" B 1 AL N/A AFTER INSTALLATION DOOR TO BE LOCKED OFF HARDWARE GROUP HARDWARE GROUP HARDWARE REMARKS GROUP 1 SINGLE, ENTRY LOCKSET NON —RATED 1 ENTRY FUNCTION LOCKSET 3 HINGES 1 DOOR CLOSER 1 FLOOR -MOUNTED DOOR STOPS 1 DOOR CLOSER 1 WEATHER STRIPPING USE ON ALTERNATE A GROUP 2 SINGLE, OFFICE LOCKSET NON —RATED 1 OFFICE FUNCTION LOCKSET 3 HINGES 1 WALL -MOUNTED DOOR STOP GROUP 3 — NOT USED GROUP 4 SINGLE, PRIVACY LOCKSET NON —RATED 1 PRIVACY FUNCTION LOCKSET 3 HINGES 1 WALL —MOUNTED DOOR STOP W/ OCCUPANCY SENSOR GROUP 5 SINGLE, PASSAGE LATCHSET NON —RATED 1 PASSAGE LATCHSEr 3 HINGES 1 WALL -MOUNTED DOOR STOP DOOR TYPES SUITE STANDARD WOOD FRAME FINISH TO MATCH SUITE STANDARD FLUSH S.C. WOOD DOOR FINISH TO MATCH SUITE STANDARD E = EXISTING, MATCH ALL EXISTING CONDITIONS TEMPERED DUAL GLAZED GLASS INSERT BUILDING STANDARD STOREFRONT FRAME ALUMINUM STORE FRONT DOOR SIDELIGHT/GLAZING SCHEDULE w m 0 w V) SIDELIGHT 0 w J N 0 w W SIDELIGHT TYPE TEMPERED DUAL GLAZED, VERIFY DIMENSION IN FIELD SIDELIGHT/GLAZING TYPES " f NEW BUILDING STANDARD STOREFRONT ASSEMBLY SYSTEM GLAZING AS SCHEDULED NEW BUILDING STANDARD STOREFRONT DOOR 'I WIDTH A ECEIVED ITY OF TUKWILA APR . 01 2014 PERMIT CENTER Tenant: FIDELIS COMMUNICATIONS ANDOVER EAST BUILDING VI 576 INDUSTRY DRIVE, TUKWILA, WA A Tenant Improvement for: SKB COMPANIES 617 INDUSTRY DR TUKWILA, WA 98188 e, burgess design interiors Q architecture 1326 Fifth Avenue . Suite 400, Seattle Washington 98101 T: (206) 587,7120 F: (206) 587,7122 All reproduction & intellectual property rights reserved c 2013 Professional seal 71 REGISTERED ARCHITECT KIP G. I1;OLODZIEJSKI STATE OF WASHINGTON No. Issue Description Date REVIEW SET 03.24.14 PERMIT SET 03.31.14 Drawn by: mk Project No: 13.3404.00 Project Manager: KK DOOR SCHEDULE / SIDELIGHT SCHEDULE / DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced A.9.1 E = EXISTING, MATCH ALL EXISTING CONDITIONS MATCH EXISTING 3'-0" FINISHES 3'-0" EXISTING CASEWORK CASEWORK ELEVATION 3/8" = 1'- 0" 1" 2" 3" X"=1'- 99 0 0 cV 0 rel EQ. / EQ. EQ. i I/ PL 1 P—LAM COUNTERTOP & BACKSPLASH / / U /'1I N /f X N / N / EQ. EQ. EQ. B� CASEWORK ELEVATION / P LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES LOWER CLOSED CABINETS WITH TWO WHITE MELAMINE ADJUSTABLE SHELVES 3/8" = 1'— 0" 0 1" 2" 3" 0„ X = 1 0" 12 GA. BRACING WIRE A CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC SEC-1613 MINIMUM STANDARD: SECTION ASCE 7-08 13.5.6. SEE NOTES ON M/A.9.2. C SEISMIC COMPRESSION STRUT 12'-0" O.C. MAX. IN EACH DIRECTION AS NEEDED. 12 GA. VERTICAL HANGER WIRE AT 4'-0" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE A USE OF 2" SEISMIC BERC CUP AT MOULDING APPROVED BY CITY. ACT SEISMIC BRACING DIAGRAM p(4 td- 11111111111111111111111111111 Ills 1111111111 THRESHOLD 0 CENTERUNE OF DOOR AND TRANSITION STRIP DOOR AS SCHEDULED CARPETING AS SCHEDULED RESILIENT TRANSITION STRIP RESILIENT, FLOOR AS SCHEDULED NTS CARPET TO RESILIENT FLR. 3"=1'-0" 12 3 12 GA. BRACING WIRE WITH MINIMUM 4 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE—TYP. BASIS OF DESIGN: ARMSTRONG SUSPENSION SYSTEM ICCES REPORT ESR-1289 CROSS RUNNER MAIN RUNNER A DISTANCE FROM BRACING WIRES TO CROSS RUNNERS 6 NOTE: PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC 2012 SECTION 1613 MINIMUM' STANDARD PER ASCE 7-05, ALL OF CHAPTER 13 INSTALL PER MFRS. SPECS. VERIFY REQUIREMENTS WITH CITY OFFICIALS. OTHER METHODS OF CONSTRUCTION MAY BE PERMITTED. VERIFY WITH BLDG MANAGEMENT AND CITY. GWB CEILING DETAIL 8 GA. VERTICAL HANGER WIRE AT 4'-0" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE SEISMIC COMPRESSION STRUT 12'-0" 0.C. MAX. IN EACH DIRECTION AS NEEDED. • 5/8" G.W.B. ATTACHED TO CROSS RUNNERS ONLY. NTS VERIFY ALL REQUIREMENTS WITH BUILDINGMANAGEMENT GENERAL REQUIREMENTS REFERENCED SOURCES PER HIERARCHY: IBC (INTERNATIONAL BUILDING CODE), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, ASTM C 636), AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7-08) AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA). PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FEET HEIGHT SHALL BE LATERALLY BRACED TO STRUCTURE. BRACING SHALL BE INDEPENDENT OF CEILING SPLAY BRACING SYSTEM. PER IBC 1613 ALL MAIN BEAMS TO BE HEAVY DUTY, PER ASCE 7-08 ITEM 13.5.6. ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO 1/360 OF. ITS SPAN. PER CISCA ZONES 3-4 THESE REQUIREMENTS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANEL OR TILE, LIGHT FIXTURES AND AIR TERMINALS WEIGHING NO MORE THAN 4 POUNDS PER S.F., PER ASCE 7-08 ITEM 13.5.6. ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4' 0.C., PER ASTM C 636 ITEM 2.3.4. CHANGES IN CEIUNG PLANES WILL REQUIRE POSITIVE BRACING. PER ASCE 7-08 SECTION 13.5.6. LATERAL FORCE BRACING LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY WIRES. LATERAL FORCE BRACINGS IS REQUIRED FOR CEILINGS OVER 1,000 S.F. AND NOT REQUIRED FOR CEILINGS UNDER 1,000 S.F. IF, THEY ARE SURROUNDED BY FOUR WALLS AND BRACED TO STRUCTURE. PER ASCE 7-08 SECTION 13.5.6. LATERAL FORCE BRACING SHALL BE 12' O.C. MAX. AND BEGIN WITHIN 6' FROM WALLS. PER CISCA SEISMIC ZONES 3-4. SPLAY WIRES SHALL BE 12 GAGE ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER AND AT AN ANGLE NOT TO EXCEED 45° FROM THE PLANE OF THE CEILING. PER CISCA SEISMIC ZONES 3-4. SPLAY WIRES ARE TO BE WITHIN 2" OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. PER CISCA 3-4. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. PER ASCE 7-08 SECTION 13.5.6. VERTICAL STRUTS MUST BE POSTTIVELY ATTACHED TO SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. PER CISCA 3-4. WALL MOLDINGS WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2" WIDE. ONE END OF THE CEILINGGRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4" CLEARANCE FORM THE WALL AND BE FREE TO SLIDE. PER ASCE 7-08 SECTION 13.5.6 ITEM b. MOLDING DIMENSIONS MUST BE CONSISTENT AND ALTERNATIVE CONNECTIONS ARE PERMISSIBLE WITH BUILDING MANAGEMENT AND CITY APPROVAL. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). PER CISCA SEISMIC ZONES 3-4. THERE SHALL BE A MIN. 3/4" CLEARANCE FROM THE END OF THE GRID SYSTEM AT UN —ATTACHED WALLS. PER ASCE 7-08 SECTION 13.5.6. SPREADER BARS SPREADER (SPACER) BARS OR OTHER MEANS APPROVED BY LOCAL BUILDING DEPARTMENT SHALL BE USED TO PREVENT THE ENDS OF THE MAIN BEAMS AT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN LIEU OF SPREADER BARS. PER CISCA SEISMIC ZONES 3-4. WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. SPREADER BARS ARE NOT REQUIRED IF A 90° INTERSECTING CROSS MAIN IS WITHIN 8" OF PERIMETER WALL HANGER (SUSPENSION) WIRES HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. COUNTER SLOPING WIRES TO BE A PAIR OF WIRES SLOPING AWAY FROM GRID MEMBER IN OPPOSITE DIRECTIONS AT A MIN. 45° ANGLE FROM PLANE OF CEILING. PER ASTM C 636 SECTION 2.1.4 HANGER WIRES SHALL BE 12 GAGE AND SPACED 4" O.C. OR 10 GAGE SPACE 5' O.C. PER ASTM C 636. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. PER CISCA ZONES 3-4. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER. PER CISCA ZONES 3-4 POWDER DRIVEN FASTENERS MUST BE APPROVED FOR THE APPROPRIATE LOADING. PER ASCE 7-08 SECTION 13.5.6. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8" OF EACH WALL WITH A PERIMETER WIRE. PER CISCA ZONES 3-4. ELECTRICAL FIXTURES LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FORM THE FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. PER CISCA SEISMIC ZONES 3-4. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER CISCA SEISMIC ZONES 3-4. UGHT FIXTURES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. PER CISCA SEISMIC ZONES 3-4. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING 9 GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. PER CISCA SEISMIC ZONES 3-4. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. MECHANICAL SERVICES TERMINALS OR SERVICES WEIGHING 20 POUNDS BUT NOT MORE THAN 56 POUNDS MUST HAVE TWO 12 GAGE WIRES CONNECTING THEM TO THE CEIUNG SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER CISCA SEISMIC ZONES 3-4. TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS MUST BE INDEPENDENTLY SUPPORTED DIRECTLY FORM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. PER CISCA SEISMIC ZONES 3-4. SEISMIC SEPARATION JOINTS FOR CEILING AREAS EXCEEDING 2500 S.F., A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTI11ON THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORM OF THE CEILING BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. PER ASCE 7-08 ITEM 13.5.6. SPECIAL INSPECTIONS SPECIAL INSPECTIONS SHALL BE SUBJECT TO SPECIAL INSPECTION REQUIREMENTS. SPRINKLERS FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1 INCH FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. PER ASCE 7-08 13.5.6. ACT NOTES RECEIVED CITY OF TUKWILA APR: 0.:1 2014 PERMIT CENT Tenant: FIDELIS COMMUNICATIONS ANDOVER EAST BUILDING VI 576 INDUSTRY DRIVE, TUKWILA, WA A Tenant Improvement for: SKB COMPANIES 617 INDUSTRY DR TUKWILA, WA 98188 burgess design interiors Q architecture 1326 Fifth Avenue . Suite 400, Seattle Washington 98101 T: (206) 587.7120 F: (206) 587.7122 All reproduction & intellectual property rights reserved c 2013 __._..REVIEWED FOR CODE COMPLIANCE APPROVED APR 28 2014 City of Tukwila BUILDING DIVISION Professional seal 7196 KIP G. KOLODZIEJSKI STATE OF WASHINGTON No. Issue Description Date REVIEW SET 03.24.14 PERMIT SET 03.31.14 Drawn by: mk Project No: 13.3404.00 Project Manager: KK MILLWORK DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced A.9.2 1" 2" 3" w 4t 4•1 40: 0 -+I-1-144-hikfl`-H-1+N-H+N-FI-H+N 77772 11!I1{l111-1+NittH1-IffH111111111- H+FF�f({{}{F{ U J INDUSTRY DRIVE APPROXA FROM PROPERTY LINE SITE PLAN -FOR BUILDING 6 NOTES NEW REDUCED PRESSURE PRINCIPLE ASSEMBLY (RPPA) SHALL BE INSTALLED BY PLUMBER AND SITUATED WITH ENOUGH CLEARANCE FOR CODE REQUIREMENTS & THOSE DIMENSIONS REQUIRED FOR CONNECTIONS. THE SEQUENCE OF ASSEMBLY SHALL BE: 1. AT THE PROPERTY SIDE OF THE EXISTING 2" WATER METER CONTRACTOR SHALL PROVIDE A RPPA BY WATTS LEAD FREE SERIES LF2009. ALL SIZING BY CONTRACTOR. 2. THIS ASSEMBLY RESTS ON A CONCRETE HOUSEKEEPING PAD. SEE D/A.9.3. PAD SHALL BE CROWNED FOR WATER RUN OFF. 3. THE ASSEMBLY IS ENCLOSED WITH A HOT BOX STANDARD #HB2 FIBERGLASS FLIP TOP ENCLOSURE. IF BUILDING OWNER ELECTS NOT TO PROVIDE THE HEATING ELEMENT BOX #LB2 CAN BE USED. 4. PROVIDE ALL NECESSARY CONNECTIONS, DEVICES FITTINGS AND INFRASTRUCTURE FOR THIS ASSEMBLY. 5. CONNECT TO EXISTING BUILDING WATER LINE. ALL ASSEMBLIES INSTALLED TO CODE AND AS RECOMMENDED BY MANUFACTURERS SPECIFICATIONS. T TY NEW RPPA, HOTBOX l PAD SEE D/A.9.3 EXISTING 2" WATER METER t H+++Hi-I-+++++1++H IL R( These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: 131404,(t.. kt) (k Pp,4) w / H1T &g. ) RPPA NOT SHOWN 6" SEE HOT BOX SPECIFICATION FOR DIMENSION OF ASSEMBLY #3 REBAR AT 18" O.C. EACH WAY RECOMMENDED PAD SIZE 50"x24" VERIFY WITH FINAL HOTBOX PURCHASE HOUSEKEEPING PAD DETAIL 1"= REVIEWED FOR CODE COMPLIANCE APPROVED, APR 28 2014 City of Tukwila BUILDING DIVISION Of bLHtaOtOO CORRECTION LTR# RECEIVED CITY OF TUKWILA APR 1 8 2014 PERMIT CENTER A Tenant: FIDELIS COMMUNICATIONS ANDOVER EAST BUILDING VI 576 INDUSTRY DRIVE, TUKWILA, WA A Tenant Improvement for: SKB COMPANIES 617 INDUSTRY DR TUKWILA, WA 98188 el burgess design linterio rs © architecture 1326 Fifth Avenue . Suite 400 . Sea tie Washington 98101 T: (206) 587.7120 F: (206) 587.7122 All reproduction & intellectual property rights reserved c 2013 Professional seal 7196 REGISTERED ARCHITECT KIP G. KOLQnztteJSKJ STATE OF WASHINGTON No. Issue Description Date REVIEW SET 03.24.14 PERMIT SET 03.31.14 REVISION 04.18.14 Drawn by: mk Project No: 13.3404.00 Project Manager: KK REDUCED PRESSURE ASSEMBLY PRINCIPLE Original drawing is 24" x 36". Scale entities accordingly if reduced A.9.3