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HomeMy WebLinkAboutPermit D12-382 - WALSH CONSTRUCTION - TENANT IMPROVEMENTWALSH CONSTRUCTION 16400 SOUTHCENTER PY D12-382 City ofI'ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 2623049021 Address: 16400 SOUTHCENTER PY TUKW Suite No: Project Name: WALSH CONSTRUCTION Permit Number: D12-382 Issue Date: 01/17/2013 Permit Expires On: 07/16/2013 Owner: Name: LEGACY PARTNERS COMMERCIAL Address: 4000 E 3RD AVE #600 , FOSTER CITY CA 94404 Contact Person: Name: TRAVIS RICHARDS Address: 20700 44 AV W, SUITE 280 , LYNNWOOD WA 98036 Contractor: Name: DAVIS SCHUELLER INC. Address: 20700 44 AV W STE 280 , LYNNWOOD WA 98036 Contractor License No: DAVISSI105PN Lender: Name: LEGACY PARTNERS I TUKVVILA Id,C Address: 10655 NE 8 ST, SUITE 812 , BETd.F.VUE WA 98004 Phone: 425 -775 -9400 Phone: 206 775 -9400 Expiration Date: 07/01/2014 DESCRIPTION OF WORK: NEW TENANT: DEMOLITION AND INTERIOR TENANT IMPROVEMENT TO COMBINE TWO OFFICE SUITES. Value of Construction: $125,000.00 Fees Collected: $4,451.60 Type of Fire Protection: SPRINJKLERS /AFA International Building Code Edition: 2009 Type of Construction: 1 -A Occupancy per IBC: 0008 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -382 Printed: 01 -17 -2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: N 'QL Date: l— l I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to giv construction or the performance of • k. I to this permit. ority to violate or cancel the provisions of an other state or local laws regulating to sign and obtain this developmen permi and agree to the conditions attached Date: f (� r This permit shall become null and void if the work is not commenced within 180 days from 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 DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. doc: IBC -7/10 D12-382 Printed: 01 -17 -2013 7: All construction shall be done m confor a with the approved plans and the requirem ' of the International Building Code or International Residential , International Mechanical Code, Washingt to Energy Code. 8: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 9: 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). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: 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) 15: 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) 16: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 17: 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) 18: 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: 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) 20: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 21: 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) 22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 23: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 24: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be doc: IBC -7/10 D12 -382 Printed: 01 -17 -2013 less than 0.375 inch (9.5 mm). Signs larger t the minimum established in section 1011.5.1 the International Fire Code shall have letter widths, strokes and s g m proportion to their height. The word " ' shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination eans is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 25: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 26: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 27: 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) 28: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 29: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 30: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 31: An approved manual fire alarm system including audible /visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2328. 32: 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) 33: 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) 34: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 35: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 36: 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. 37: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 38: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 39: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 40: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 41: * * * * ** * * * * * * * * * * ** PUBLIC WORKS * * * * * * * * * ** Prior to final PW permit sign -off applicant shall have DDCVA for the fire prevention east feed installed, or the east feed capped if allowed by the Fire Department, otherwise a bond in the amount of 150% DDCVA installation cost or capping of east fire prevention line shall be posted with the City. doc: IBC -7/10 D12-382 Printed: 01 -17 -2013 CITY OF TUKWILA Community Development Department Publk Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. O— 3 g2, Project No. Date Application Accepted: 1)--s7 `• 1 Date Application Expires: to -(3 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for:lan review. Applications will not be accepted through the mail or by fax. * *Please Prints* SITE LOCATION Site Address: 16400 Southcenter Place Tenant Name: Walsh Construction PROPERTY OWNER Name: Travis Richards Name: Legacy Partners I Tukwila, LLC City: Lynnwood State: WA Zip: 98036 Address: 10655 NE 4th Street #840 Email: tichards@davisschueller.com City: Bellevue State: Wa Zip: 98004 CONTACT PERSON — person receiving all project communication Name: Travis Richards Address: 20700 44th ave west #280 City: Lynnwood State: WA Zip: 98036 Phone: (425) 775 -9400 Fax: (425) 787 -5201 Email: tichards@davisschueller.com GENERAL CONTRACTOR INFORMATION Company Name: Legacy Partners CDS, Inc. Company Name: Davis Schueller Address: 1660 Wynkoop Street Address: 20700 44th ave west #280 Phone: (720) 932 -2871 Fax: (720) 932 -3300 City: Lynnwood State: WA Zip: 98036 Phone: (425) 775 -9400 Fax: (425) 787 -5201 Contr Reg No. .2)R V/ SSr .Zo's T Date: 3`�y' /NY 20/ Tukwila Business License o tc�D99z6.s.— it.: City: H:Mpplicatiots+•orms- Applications On Line 2011 App6eotiunAPemu Application Revised - a I t.docx Revise& August 2011 bh King Co Assessor's Tax No.: 2623049021 Suite Number. 501/510 Floor 5th New Tenant: m Yes 0.. No ARCHITECT OF RECORD Company Name: Legacy Partners CDS, Inc. Architect Name: Shane Mettler Address: 1660 Wynkoop Street City: Denver State: CO Zip: 80202 Phone: (720) 932 -2871 Fax: (720) 932 -3300 Email: smettler @legacypartners.com ENGINEER OF RECORD Name: C..— • • Ai. _ 4'. Address:1 a - SS NE e- S-/ d ' Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: C..— • • Ai. _ 4'. Address:1 a - SS NE e- S-/ d ' City: a{ / � w �/ at State: Zip:Qgrp \Oqpj' Page 1 of 4 • BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ /iQ S; t. 0 Describe the scope of work (please provide detailed information): demolition, interior tenant improvement to combine two office suites Existing Building Valuation: $ Will there be new rack storage? ❑ Yes m.. No if yes, a separate permit and plan submittal will be required. Provide All Building Areas In Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq fl): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes m No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'Ives'. attach list of materials and storage locations on a separate 8 -I/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApphemmnsiFomn- Applieatiae Oa 1.n62011 ApphaltonsWetmil Application Revised - 8 -9-11 doex Revised August 2011 Page2of4 Existing Interior Remodel Addition to Existing Structure New Type of Constmction per IBC Type of Occupancy per IBC 1g Floor 11,417 0 0 0 1 -A B Zed Floor 13,682 0 0 0 1 -A B 3' Floor 13,682 0 0 0 I-A B Floors 4 thnr 5 27,364 6,644 0 0 1 -A B Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq fl): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes m No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'Ives'. attach list of materials and storage locations on a separate 8 -I/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApphemmnsiFomn- Applieatiae Oa 1.n62011 ApphaltonsWetmil Application Revised - 8 -9-11 doex Revised August 2011 Page2of4 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). 1 HEREBY CERTIFY THAT 1 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR Al 8 f7.ED AGENT: Signature: Date: 12/06/2012 Print Name: Shane Mettler Day Telephone: (720) 932 -2871 Mailing Address: 1660 Wynkoop Street #1120 Denver CO 80202 City state Z p H:1Applicadoes■Forms- Applications On Line12011 Appli:ationsWermtl Application Reveled - 84-11 xlacx Revised: August 2011 bb Page 4of4 • • C 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: / /www.TukwilaWA.gov RECEIPT Parcel No.: 2623049021 Permit Number: D12-382 Address: 16400 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 12/07/2012 Applicant: WALSH CONSTRUCTION Issue Date: Receipt No.: R13 -00404 Payment Amount: $3,360.80 Initials: WER Payment Date: 01/17/2013 08:49 AM User ID: 1655 Balance: $0.00 Payee: KATHY GEHL TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 017184 ACCOUNT ITEM LIST: Description 3,360.80 Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $3,360.80 3,356.30 4.50 rinr.• RPrpini -na Priniari n1- 17 ..7n1 1111 • 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: / /www.TukwilaWA.gov RECEIPT Parcel No.: 2623049021 Permit Number: D12-382 Address: 16400 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 12/07/2012 Applicant: WALSH CONSTRUCTION Issue Date: Receipt No.: R12 -03275 Payment Amount: $1,090.80 Initials: WER Payment Date: 12/07/2012 10:26 AM User ID: 1655 Balance: $3,360.80 Payee: KATHY GEHL TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 217052 ACCOUNT ITEM LIST: Description 1,090.80 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,090.80 Total: $1,090.80 rinn. Rpi pint -nR Printari• 17 -n7 -9019 INSPECTION NO. INSPECTION RECORD Retain a copy with permit (2.- 3'12- 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: W a.keL Con :1 rt..thi -.�-- Type of Inspection: ry Fria& ( Address: /6.4140 C.C. pko. Date Called: (131 /3 Special Instructions: Date Wanted:. 2-. f 13 (f 5 a.m. Requester: / l?-Gi r y Phone No: ,roc - sto — q &ay ElApproved per applicable codes. COMMENTS: ri&A ire( Corrections required prior to approval. Inspector: Date: 2-Ifs I f3 El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 44-4 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 e, (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project j If (s j f A S .j._— Type of A)iL Address: t (01-®tl SC. �I!TV . Date Called: Special Instructions: Date Wanted I 2S —0 —a-m: p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: .Q% M, i Co A.1 pIPY Ins{, ctor: m4A /t4A-6( Dat9 _ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit iD/2-3L INSPECTION NO. PERMIT NO. 6 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro'e t: A Type of Inspection: /JAI e. '‘15,%/V.) Address- 164°6 14 AA( S(-74/"i Date Called: ----... Special Instructions: Date Wanted ` t 3 , I ! / .m. p.m. Requester: Phprs0Jo:6 _ ...../ 0_50 0/ 0 Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: T(iT'\fu IS vf- ow) 1 t Insp ctor: Date I 13 REINSPECTION FEE REQUIRED/Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • a 322. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION G 6300 Southcenter Blvd., #100, Tukwila. WA 98188 pr.. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pr ' c : -- � � i ^— Type of Inspection: _ iAiIEIC, .i,...( Address: t4-4 V 0 Sc 1 1ltt ll Date alledy , / t �� (_.c_,(.�- Special Instructions: Date Wanted: �' I' r a.m. rji p.m. Requester: Ph -Sc o -96 oil. Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 del- &(__.1A6 . 4 ) iutj. t ° r7.0 s , .2r, AA1/4.1 ST"�e -r _a I\ L? �A4 i-'c) e Pa Q1;C (.1,..e W - : A 1 FA) r ra" P 6__A-,A ate Do LA Li 3 -11-;"s pt: i — 1---LA &.. K,11 M. 1 . q A.•D k- ' 416- (.&t r—) AS ✓�}, f C c-11 :% — g c,'G. S k_ or- J l7 `f'./ Pt -. A G, ILY A: on 6(AS A A REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Ar INSPECTION NO. INSPECTION RECORD Retain a copy with permit 3S 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: W r-N t_.S Or C t eft-YS1 It-LOT lc) tO Type of Inspection: Cke vrk&1a •-,()‘' kNYYrk V. Address: 1(0 -40O Sd-41 iI i 1::)ti Date Called: '= 64. R w►iN1 4, . Special Instructions: Date Wanted:. dry Requester: Phone No: (1.0(d•510— '�490c'/ ®Approved per applicable codes. Corrections required prior to approval. COMMENTS: (f) r aiP <-404 ►,`�r4 — Aj peAk Inspector! Date: . Q PECTION FEE REQUI D. Prior t next inspection; fee must be �- "at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • C C) INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit DU. 13 -5 -035 13- -cA\ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: �\ C��t' iv,, Type of Inspection: _ , • cE �•v`AL Iv,0" M- -,v,AL ,gQ -Ftu1 Address: ( (,chop sic N. Suite #: Contact Person: , Special Instructions: Phone No.: Approved per applicable_codes. Corrections required prior'to approval. COMMENs} Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: . %± C ICC. f1v\ Occupancy Type: 4S 9-V V•4. - r.. l :2) -F `c--q.. A\ ,. C- ,6\--: YF-,� QL Q9i(0\ri1/4..... i I. ,. i. -A Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: . Permits: Occupancy Type: Inspector: s Vrn51 Date: Zt Q\\ z, Hrs.: n $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: 1 Company Name: Address: City: State: Zip: Word /Inspection Record Form:Doc 6/11/10 T.F.D. Form F.P. 113 • . x • • ' -a • :x ..1 • • • .q l INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit br 13- C - ea/ I , PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: WM5/ c st-(--J, D ) Ty oInspection: - Address: /4 go D Suite #: S. C. io •�y O Contact Person: Special Instructions: (_. 0 Phone No.: Approved per applicable codes. FI-Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: 1, Sr i, 5t2& (_. 0 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: -_ Inspector: 5-4d— Date: a /W/3 ' Hrs.: r - i ': $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: 1 State: 1 Zip: Word /Inspection Record Form.Doc T.F.D. Form F.P. 113 FTLE COPY NAME E-MAILED JUN 28 2012 2923Q/ LO I 2_0 utut City of Tukwila — Public Works Maintenance Department RECEIVE D 600 Minlder Blvd, Tukwila, WA 98188 Backflow Assembly Test Report Form JAN 11 9111 Soutceittet Place Qffice_11111i_ ACCOUNT # .0.0219 SERVICE ADDRESS j64 11Q_Smitlictgiter Parkm_ METER 1 - CITY mum ZIP CODE 94904 — ASSEMBLY LOCATION West _ _ 1 • --PUBLIC 1/114.4-1,K3 CROSS-CONNECTION CONTROL FOR? Fire S .-stem SIZE 0.75" MAKE Wilkins • LINE PRESSURE AT TIME OF AST? INITIAL TEST RESULTS PSI DROP ACROSS11 CHECK yALvE RELIEF VALVE OPENED P1 CHECK VALVE CLOSED TIGHT? • 101 CHECK VALVE LEAKED? RPBA 02 CHECK VALVE CLOSED TIGHT?. 102 CHECK VALVE LEAKED? • APPROVED AIR GAP PROVIDED? A MODEL 975)ap TYPE DCVA SN 3415216 4S MI NEW? 0 EXISTING? REPLACEMENT? Ej ' TESTS AFTER REPABIOR CLEANING 1 PSID PSI DROP ACROSS 01 CHECK VALVE PSID PSID RELIEF VALVE OPENED 0 01 CHECK VALVE mom TIGHT? ▪ CHECK VALVE LEAKED? O 02 CHECK VALVE CLOSED TIGHT? Li 02 CHECK VALVE LEAKED? 0 APPROVED AIR GAP PROVIDED? RPBA PASSED TEST? Yu 0 No 0 RPBA PASSED TEST? 11 CHECK VALVE CLOSED TIGHT? 1 .47 11 CHECK VALVE LEAKED? CHECK VALVE CLOSED TIGHT? 12 CHECK VALVE LEAKED? DCVA PASSED TT? Ye No AIR INLET OPENED AT AIR INLET FAMED TO OPEN? PVBA CHECK VALVE HELD TIGHT AT CHECK VALVE LEAKED? PVBA PASSED TEST? Yes 0 Ya 0 PSID LJ No 0 PSID PSID 0 No 0 PSID 01 CHECK VALVE CLOSED TIGHT? 0 01 CHECK VALVE LEAKED? PSID 02 CHECK VALVE CLOSED TIGHT? El 02 CHECK VALVE LEAKED? [3 DCVA PASSED TEST? Ya PSID MR INLET OPENED AT o A. INLET FAILED TO OPE/1? PSID CHECK VALVE HELD 'TIGHT AT 0 CHECK VALVE LEAKED? No PVBA PASSED TEST? PSID 0 PSID 0 Yes El No 0 REVIEWED CODE COMP APPROV JAN 1 6 2013' TasTri•s SMAIATWE City of TultiEtREDD BUILDING DI CORREVION, LTR# I LY? A eote■ii•-"Qie,1 PHONE (-4117) 161.1.- 3311 MODEL 34S-s. _. SN 0 10322/3_ CALIBRATION DATE . 451140_4a. that I used WAC 24619D-490 approved Test Methods cod Dffferential Pressure Test &Ailment (PRINTED) Akci te 0_61/71-1,ii cERTinorrioNg to _______W-2A _ de--_ _ ___. . ___ ..._ . DATE TUTTED ki.2.04.02.1g. • PROPER DISTMIATION? INSPECTED BY CCS? REPAIR DATE — - CERT 0 ._ _ _ DATE TESTED bL)3BZ RECEIVED CITY OF TUKWILA JAN 0 8 2013 PERMIT CENTER City of Tukwila — Public Works Maintenance Department 600 Minkler Blvd, Tukwila, WA 98188 Backflow Assembly Test Report Form NAME 5 utitcanter nico SERVICE ADDRESS loop SQJCgQter Parkway . _.. CITY Tuksvih ASSEMBLY LOCATION West side of bldg CROSS - CONNECTION CONTROL FOR? Fire System ACCOUNTI 08 -0ZI9. METER 0 STATE WA_ ZIP CODEQ(}4 SIZE 6.00" MAKE Wilkins _ MODELr350ADA . TYPE DCDA _ SN V28596 LINE PRESSURE AT TIME OF TEST? ) PSI NEW.' ❑ EXISTING? REPLACEMENT? ❑ (— INITIAL TEST RESULTS - 1 TESTS AFTER. REPAIR OR CLEANING 7 1 PSI DROP ACROSS el CHECK VALVE REIAEF VALVE OPENED 1 01 CHECK VALVE CLOSED TIGHT? 1 01 CHECK VALVE LEAKED? RPBA 402 CHECK VALVE CLOSED TIGHT? PSID PSID PSI DROP ACROSS 01 CHECK VALVE .• PSID RELIEF VALVE OPENED - --- PSID 1 ❑ 01 CHECK VALVE CLOSED TIGHT? ❑ 01 CHECK VALVE LEAKED? ❑ 02 CHECK VALVE CLOSED TIGHT? 1 02 CHECK VALVE LEAKED? ❑ 02 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? ❑ ; APPROVED AIR GAP PROVIDED? RPBA PASSED TEST? Yes ❑ I RPBA PASSED TEST? Ye ❑ No 1DCV A CHECK VALVE CLOSED TIGHT? 3 . b PSID 01 CHECK VALVE CLOSED TIGHT? PSID 01 CHECK VALVE LEAKED? ❑ ; 01 CHECK VALVE LEAKED? ❑ A 82 CHECK VALVE CLOSED TIGHT? 3.1 PSID ; 02 CHECK VALVE CLOSED TIGHT? PSID 02 CHECK VALVE LEAKED? ❑ 1 S2 CHECK VALVE LEAKED? 0 DCVO PASSED TEST? Yd Y il No ❑ ! DCVA PASSED TEST? Yes ❑ No ❑ 1 AIR INLET OPENED AT i+ AIR INLET FAILED TO OPEN? PVBA! CHECK VALVE HELD TIGHT AT CHECK VALVE LEAKED? PVBA PASSED TEST? Yen ❑ No ❑ 1 PVBA PASSED TEST? PSID AIR INLET OPENED AT ❑ AIR INLET FAILED TO OPEN? • —_ ..._ PSID 1 CHECK VALVE HELD TIGHT AT ❑ i CHECK VALVE LEAKED! PSID ❑ 0 Yea ❑ No ❑ 0 APPROVED ASSEMBLY? 51 PROPER INSTALLATION? ist INSPECTED BY CCS? REMARKS TEST COMPANY to Sit PHONE 62:p:6) 16 2_.- 31/1 TEST KIT MAKE L L4915 C MODEL 3 r - EN bfO).Z3 CALIBRATION DATE I Iaff2e I auto that I used WAC246- 290-490 approved Test Meetkgdt mid Dif �tial Pressure Test T 'SNa tP »._Lig., _BE..QCd�%SI {Th� ___-- .- - - -.-aE FICATION$EPignqg'� srevA p..E DATE-TESTED REPAIRED BY RETESTED BY CERTB REPAIR DATE DATE TESTED RECEIVED CITY OF TUKWILA JAN 0 8 2013 PERMIT CENTER �"Wwt►ti59jofl- crN K4.4_07 kicky( pow. City of Tukwila — Public Works Maintenance Department 600 Minkler Blvd, Tukwila, WA 98188 Backflow Assembly Test Report Form NAME 54u111cegterr Place Q qe Bldc SERVICE ADDRESS 11._400 SOUth.4ater Egv CITY ACCOUNT# -41i-N12.__._ . -• _ _ ______ METER 1 1195115.85. STATE WA _ ZIP CODE 18004 — ASSEMBLY LOCATION Valve box. next to meter on Southcenter Pkwy CROSS - CONNECTION CONTROL FOR? Irrigation System SIZE 1.00" MAKE Febco - MODEL 850 LINE PRESSURE AT TIME OF TEST? INITIAL TEST RESULTS RPBA 1 PSI DROP ACROSS 11 CHECK VALVE RELIEF VALVE OPENED 11 CHECK VALVE CLOSED TIGHT? 11 CHECK VALVE LEAKED? 12 CHECK VALVE CLOSED TIGHT? 12 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? RPBA PASSED TESL? Yes ❑ TYPE DCVA SN 18960 . PSI NEW? ❑ EXISTING? ❑ REPLACEMENT? ❑ TESTS AFTER REPAIR OR CLEANING PSID 1 PSI DROP ACROSS 11 CHECK VALVE PSID PSID RELIEF VALVE OPENED PSID ❑ 11 CHECK VALVE CLOSED TIGHT? ❑ ❑ 11 CHECK VALVE LEAKED? ❑ ❑ 112 CHECK VALVE CLOSED 'EIGHT? ❑ 0 12 CHECK VALVE LEAKED? ❑ 1 APPROVED AIR GAP PROVIDED? No ❑ RPBA PASSED TEST? Yes ❑ No ❑ 11 CHECK VALVE CLOSED TIGHT? ! w 11 CHECK VALVE LEAKED? DCVA 12 CHECK VALVE CLOSED TIGHT? 1 12 CHECK VALVE LEAKED? DCVA PASSED TEST? Ys ❑ _ PSID 11 CHECK VALVE CLOSED TIGHT"! PSID ❑ 11 CHECK VALVE LEAKED? ❑ PEW 12 CHECK VALVE CLOSED TIGHT? PSID ❑ 12 CHECK VALVE LEAKED: ❑ No ❑ DCVA PASSED TEST? Ys ❑ . AIR INLET OPENED AT AIR INLET FAILED TO OPEN? PVBA CHECK VALVE HELD TIGHT AT CHECK VALVE LEAKED? PVBA PASSED TEST? Yes PSID MID El No ❑ AIR INLET OPENED AT AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT CHECK VALVE LEAKED? PVBA PASSED TEST? No ❑ PSID ❑ PSID 0 Ys ❑ No ❑ APPROVED ASSEMBLY? PROPER INSTALLATION? ❑ INSPECTED BY CCS1 REntARxsCrO►r'►j t _ Fi m _ t % AbSA'+►�gb+y , 9 �cio; N itiptaE TEST COMPANY f) PHONE TEST KaT MAKE _ -- - - - -- - _ MODEL _____ _ ^ _ SN • _ _ — CCALMRAATION DATE 1 ce t fy that 1 used WAC 246;290.490 approved Test Methods and Differential Pressure Test { _ TESTER'S NAME IP g_10.1 tS Ce N .i L`i ni CERTIFICATION 0 `t 3 LCJ SIQi1iATLIRF _ Bye- _lb 444' DATE TESTED L L? REPAIRED BY REPAIR DATE RETESTED BY CERT1 DATE TESTED RECEIVED CITY OF TUKWILA JAN 0 8 2013 PERMIT CENTER v NAME City of Tukwila — Public Works Maintenance Department 600 Minkler Blvd, Tukwila, WA 98188 Backflow Assembly Test Report Form Bright Nqw Dental SERVICE ADDRESS 16400 Southccntcr Pkwy CITY Tnlnv;le ACCOUNT# 08.0219 METER # 57958585 STATE WA.` ASSEMBLY LOCATION Ste. #103 in equipment room closet. CROSS- CONNECTION CONTROL FOR ?mgt SIZE 0.50" MAKE Watts MODEL LINE PRESSURE AT TIME OF TEST? SS ZIP CODE 98004 — - 0090T TYPE RPBA SN369" 4.141251 PSI NEW? 0 EXISTING? ® REPLACEMENT? ❑ INITIAL TEST RESULTS REPAIR AFTER REPA OR CLEANING -� PSI DROP ACROSS #I CHECK VALVE PSID RELIEF VALVE OPENED PSID 1 #1 CHECK VALVE CLOSED TIGHT? ❑ 11 CHECK VALVE LEAKED? RPBAI #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? RPBA PASSED TEST? Yes ❑ No JJ PSI DROP ACROSS #1 CHECK VALVE 8.0 PSID PSI) RELIEF VALVE OPENED #1 CHECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED RPBA PASSED TEST? DCVA #1 CHECK VALVE CLOSED TIGHT? PSID #1 CHECK VALVE LEAKED? 0 ❑ Yes No ❑ #1 CHECK VALVE CLOSED TIGHT? PSID ❑ #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? PSID #2 CHECK VALVE CLOSED TIGHT? _ PSID #2 CHECK VALVE LEAKED? ❑ #2 CHECK VALVE LEAKED? DCVA PASSED TEST? Yes ❑ No ❑ DCVA PASSED TEST? Ya 0 No ❑ PVBA AIR INLET OPENED AT PSID AIR INLET OPENED AT PSID AIR INLET FAILED TO OPEN? ❑ AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT PSID CHECK VALVE HELD TIGHT AT MID CHECK VALVE LEAKED? ❑ CHECK VALVE LEAKED? PVBA PASSED TEST? Yee ❑ No ❑ PVBA PASSED TESTY ❑ 0 Yes ❑ No APPROVED t�EMBLY? PROPER INSTALLATION? INSPECTED BY ❑ REMARKS St 60 t� K e!t 4CA _n y �- C - 643-4)- 71.2 3 it TEST COMPANY ' Sl TEST KIT MAKE .1A: •1!•45 L5f MODEL _� `{S _ SN oio B 2Z_2.3 . CALIBRATION DATE It ‘L 12 I certify that I used WAC 246 - 290 -490 approved Test Methods and Differential Pressure Test Eq • ► ent T E S T E R ' S NAME ( P R I N F E D ) _ U � f eeol Sir -." C E R T I F I C A T I O N • 4 3 SIGNATURE - Wi.I _ - DATE TESTED lei REPAIRED BY 1:4i— _ __ _ . REPAIR REPAIR DATE [/7 �_ RETESTED BY —;`"' vi , Ld� CERT 66 �C s- DATE TESTED 6 21 Acq L lz RECEIVED CITY OF TUKWILA JAN 0 8 2013 PERMIT CENTER City of Tukwila — Public Works Maintenance Department 600 Minkler Blvd, Tukwila, WA 98188 Backflow Assembly Test Report Form NAME adgjit Now Dental . _ _ AccouNT # 01021,9, .______ SERVIC:E ADDRESS 1.640 0_ Southe.tnter.Plcwy _ METER 9 57958585 . CITY Tukwila.. _ STATE WA _ ZIPCODE98QQ4 ASSEMBLY LOCATION Kskroitr_o, byllot water tank,_ by windpw. _ _ CROSS-CONNECTION CONTROL FOR? In:Premise IhRteclip33_ _ _ MEE 0.50" MAKE Watt _ MODEL .0090T TYPE RPBA SN mem 5.6.0 361 LINE PRESSURE AT TIME OF TEST? ss PSI NEW? 0 EXISTING? 153 REPLACEMENT? El r 11411'11AL TEST RESULTS TESTS AFTER REPAIR OR CLEANING I RP13A PSI DROP ACROSS #1 CHECK VALVE PSID PSI DROP ACROSS #1 CHECK VALVE PSID RELIEF VALVE OPENED _ _ 2P PSID RELIEF VALVE OPENED fit CHECK VALVE CLOSED TIGHT? 01 CHECK VALVE LEAKED? fl CHECK VALVE CLOSED TIGHT? 02 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? RPBA PASSED TETT? Yes Ig PSID D.i3 No 01 CHECK VALVE CLOSED TIGHT? • 01 CHECK VALVE LEAKED? 53 #2 CHECK VALVE CLOSED TIGHT? 1/2 CHECK VALVE LEAKED? 121 i APPROVED AM GAP PROVIDED? :1112 RPBA PASSED TEST/ Yes 0 No Fa 1 DCVA 01 CHECK VALVE CLOSED TIGHT? PSID 01 CHECK VALVE LEA/CED? 02 CHECK VALVE CLOSED TIGHT? PSID 01 CHECK VALVE CLOSED TIGHT? PSID #1 CHECK VALVE LEAKED? .92 CHECK VALVE CLOSED TIGHT? PSID 02 CHECK VALVE LEAKED? 0 i 02 CHECK VALVE LEAKED? DCVA PASSED TEST! Yes p No 0 ! DCVA PASSED TWIT Yes 0 No 0 PVBA AIR INLET OPENED AT pgID 1 MR INLET OPENED AT PSID AIR INLET FAILED TO OPEN? i CHECK VALVE HELD TIGHT AT MD AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT -- - CHECK VALVE LEAKED? PVBA PASSED MT? Yes fl — PSID No 1 CHECK VALVE LEAKED? 1 PVBA PASSED TEST? Yes No 1 APPROVEDXEMBLY? PROPER INSTALLATION? 0 INSPECTED 8Y CCS? 0 RENARKS St GiOls,_ GO * 0.3 Tat f 14554143(1 • (55442: ) TT Jar MAKE :IV 41(.434T.'. _ MODEL 74-:.*- . __ $N 4:F10. 8..423 cAusawnoro DATE usr commrly ilotC4/10( 41 . PHONE I math drat I used WAC 246-290-490 approved Test Methods mut Differential Pressure Test Equpterd TEETERS NAME (PRINTED) t.IV4 ag. KfiritrF5f17) _ CIERTIFICATI°N# ___ 4 0 - . . _... SIGAIASTIRE RETESTED BY _WO 1_0:'n4"- - -r- - - - - - cr# n5 Lis • DA771 TESTED .—. REPAM DATE (1. i i Z. REPAMID BY RECEIVED CITY OF TUKWILA JAN 0 8 2013 PERMIT CENTER E- MAILED JUN 011011 011.0 5005 - 3rd Avenue South Seattle, WA 98134 (206) 7624900 Assembly ID # BACKFLOW PREVENTION ASSEMBLY TEST REPORT Name of Premise 7 Kez+a 1 Cat CLReL• Q C.e ols kol toe, Service Address 164 OO > i u cos T C/L C n to.U1 city u(,) OA- Contact Person PIA7p0-1.; I W'''14 -V1 Phone Commercra Residential_ zip 143111 Fax Location of Assembly 466 K0o1 b.i etk 2100" .IbCe.e4,G 11.144c-34( Loo Downstream Process In W� 9 W P • e Q. New Install Replacement _ Old Serial # Make of Assemblyu%{P'1 lS la.0kz toms, DCVA �. PVBA Other _ Proper installation Model P4 GWSeriai # 421 oq Z No Size l a L • INITIAL TEST PASSED I DCVA / RPBA DCYA / RPBA ,RPBA OPENED AT3 • R PSID #1 CHECK ct.9 PSID PVBA/SVBA CHECK yALVE NO.1 CHECK VALVE NO.2 AIR MET OPENED AT PSIE CLOSED TIGHT I LEAKED • a �j (. t PSID CLOSED TIGHT Si LEAKED n Pup ` , AIR GAP OK? y 15 DID NOT OPEN • FAILED • NEW PARTS AND IMPAIRS CLEAN RFPIAO ❑ ❑ ❑ • PAM' =AN REPLAM PAM' =AN aE.A E PART CHECK VALVE HELD AT PSIC • ❑ ❑ ❑ ❑ ❑ II ■ • ❑ ❑ • ❑ ❑ 1 0 LEAKED • • • CI ! CLEANED ❑ REPAIRED • REPAIRS R PASSED ❑ FAILED ❑ CLOSED TIGHT LEAI ED O • CLOSED TIGHT LEAKED • • OPENED AT PSID AIR DILEP PSID PSB) PSID #I CHECK PSID CIX VALVE PSID Air Gap Inspection: Required Minimum air gap separation provided 1r) No Detector Meter Reading Rernark4 Line Pressure 1 S PSI Confined Space? 00 Air Monitor Only? Tester's Name Printed Uri Berenshtein Cert No. B4345 Tester's Signature W u `b 464- Service Restored? Phone # 206.762.3311 Calibration Date 115(12 Gauge # Repaired By Front Test by Cert No. 01082223 Date a.SI Ala. Model # Midwest 845-5 Cert No. Date RECEIVED gay OFTUKWII4 Tester certifies that this report is accurate, and has used WAC 246-206490 app test meihnds, Oyu nt PERMIT CENTEFt 5005 - 3rd Avenue South Seattle, WA 9813+1' (206) 762 -5900 Assembly ID R BACKFLOW PREVENTION ASSEMBLY TEST REPORT Name of PremiseSOLLI KCB UL HAet Gi CA {ada� - Co merclal Residential_ Service Address I 640 Ce C L 1 (j City .. - L 44 Mpt7g1 gi Contact Person P' P.p vLt 1 firarttrt Phone Fax Location of Assembly (S( 5iGw*4.41 i.) 6'2CLP II- OP- S0(47ktarK a.4-07 . Downstream Process 1 RPBA PVBA — Other New Instal Existing _ Replacement _ Old Serial # Proper installation 1�� L1 pr 11 Make of Assembly W i L S Model (JO �L Serial # { 51V-11 No Size soc INITIAL TEST PASSED 2- FAILED ❑ DCVA / RPBA Pm am, CHECK VALVE NO.2 RPBA PVBA/SVBA CHECK VALVE NO.1 OPENED AT PSID AIR INLET OPENED AT PSIC CLOSED TIGHT a LEAKED • a- PSID CLOSED TIGHT l LEAKED • 31,2 PSID 111 CHECK PSID AhR GAP OK? DID NOT OPEN • NEW PARTS AD R # cum REPLACE PAST QEAN REPLACE PART QBAN RL .ACS PAIQ CHECK VALVE HELD AT PSIS ❑ • • ❑ o • ❑ • • • ■ LEAKED ❑ • • • • II ❑ • ❑ • ❑ REPAIRED ❑ a ' TEST AFTER REPAIRS CLOSED TIl31TI' • CLOSED TIGHT • OPENED AT PSID AIR LNLEI PSID LEAKED ❑ PSID LEAKED • #I Cif PSID PASSED • CHK VALVE PSID PSID FAILED 0 Air Gap Inspection: Required Minimum air gap separation provided? Yes No Detector Meter Reading Remarks Line Pressure ILCS PSI Confined Space? Tester's Name Printed Uri Berenshtein Cert No. B4345 Tester's Signature Calibration Date 115112 Gauge* 01082223 Repaired By A.)o Alr Monitor Only? A.7v UsIst P34 Service Restored? 1/4•145 Phone # 206.762.3311 Date 41 2--S1 20 12. Model # Midwest 845.5 Cert No. Date RECEIVED Final Test by Cert No Date ITY OF TUKWILA Tester caerbTres that this report Is accurate, and has used WAC 246 - 290490 apposed test methods art$ e042013 PERMIT CENTER 1 instry rle 01 Your:r3ufld1og JAN 142013 5005 - 3rd Avenue South Seattle, WA 98134 (206) 762 -5900 PUBLIC WORKS Assembly ID # BACKFLOW PREVENTION ASSEMBLY TEST REPORT Name of Premise Scx TIA c 3 — - emu% = -O& Commercial t/lesidential_ Service Address l L, (4 CO - �..si201 -. 144) City 1 vA. Zip qQt Contact Person k t4 KIN( LS Phone L126 - 577 -3S" I3 Fax Location of Assembly C(o SLC-r' R.— Downstream Process _ N .. S L-.. 1%--1. :.a DCVA RPBA . BA _ Other New Install Existing � eplacement Old Serial # Proper installation? Yes Make of Assembly Wt < 16:■.-31 Model ?7 J Yt. Serial # 1034 9'9 ( Size k( INITIAL I SST PASSED DCVA / RPBA DCVA / RPBA RPBA PVBA/SVBA CHECK VALVE NO.1, CHECK VALVE NO.2 AT St Q. PSID AIR INLET OPENED AT PS LC C SED TIGHT . LJ' /OPENED CLOSED TIGHT C'I #1 CHECK Z 1 PSID DID NOT OPEN ❑ ' • LEAKED • PSID PSID AIR GAP OK? ,1/4m FAILED • NEW PARTS AND REPAIRS CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHICK VALVE HELD AT PSID ■ ❑ ❑ ■ ■ ❑ LEAKED ❑ El ❑ ■ ❑ • ■ ❑ ■ ❑ CLEANED ❑ • ■ ❑ ❑ • ❑ ■ REPAIRED TEST AMR REPAIRS CLOSED 'TIGHT ❑ ' ' - CLOSED TIGHT ❑ OPENED AT PSID AIR INLET PSID #1 CHECK PSID CHK. VALVE PSID LEAKED • LEAKED • PASSED • PSID PSID FAILED ■ Air Gap Inspection: Required Minimum air gap separation provided? Yes, No Detector Meter Reading Remarks Line Pressure t'6-0 PS( Confined Space? 1`5`) Air Monitor Only? 110 Service Restored ?L =S Tester's Name Printed Kevin Galt .. he Cart o, B4541 Phone # 206 - 762 -3311 • Tester's Signature Date / - 4-13 r .. Calibration Date 1/30112 Gauge # • Repaired Final Test by C9rt No. 08050947 Cert No. Model # Midwest 845-5 Date Date Testercertlfles that this report is accurate; and has used WAC 246 -290 -490 approved test method's and test equipment D12- 382..- 1 :"• • Joanna Spencer From: Kate Dean <KOEAN@|egacypartners.com> Sent: Monday, January 14, 2013 10:38 AM To: Joanna Spencer Subject: SCP Public Works Comments PERMIT D12-382 Attachments: Fire Prevention Memo 12.26.12.pdf; administrator@mckinstry com_20130114_ 103254.pdf Importance: High Hello Joanna, please see the missing backflow report as called out in the attached letter. I'm sorry for this oversight. Please confirm the attached will satisfy the requirement. Legacy is working diligentiy on item B. Please feel free to contact me ifyou have any questions. Take care, KATE DEAN PROPERTY MANAGER 1onuows*`"STREET, SUITE 812 BELLEVUE, WA 98004 T: 4e5.372.5525 F: 425.372.5520 1 • • Joanna Spencer From: Tom Jodry <TJODRY @legacypartners.com> Sent: Tuesday, January 15, 2013 3:06 PM To: Joanna Spencer; Don Tomaso Cc: Clancy, James; Kerry Carlson; Kathy Gehl; Laura De Flores; Debra Smith Subject: RE: Permit Number D12 -382 Walsh Construction & DG /DC Valve Assembly Attachments: administrator@ mckinstry.com_20130115_144251.pdf; administrator @mckinstry.com_ 20130111_141246.pdf Hi Joanna, After we met at the counter yesterday, we met w/ your back -flow technician on site. We asked him if we needed a fire - line supply on both sided of the building. He didn't know & directed us to the Fire Chief. I went w/ my Fire /Life- Safety consultant —James Clancy of Rolf Jensen Associates - over to talk to Chief Don Tomaso. Chief Tomaso pulled the drawings and reviewed the files to determine what kind of service was required at the time the property was developed, and what was needed now. He determined that we could provide a review of the system calculation, a flow & Pressure test (500 GPM /100 PSI at the roof). Based on those results, if we met the system design parameters, flow and pressure requirements, we could simply cap the East (back) side fire -line feed. If we do not meet the requirements, we are required to install the double - gate /Double Check apparatus. Attached are the proposals from McKinstry Company to conduct the Flow /Pressure Test, and also the proposal for the construction of the DG /DC at the rear of the property. We have issued a P.O. Clearly, the testing & inspection of the system will take a few days to schedule w/ Tukwila Fire (must be done off -hours because of the flow -test shooting water off of the roof) to conduct the tests. We request in the mean time — that the non - related Tenant Improvement Permit # D12 -382 Tom 3odry Sr. Vice President of Facilities 4000 East Third Avenue, Suite 600 Foster City, CA 94404 T: 650.235.2849 MUM Ill■ 1111 i11• A 1 PWi23l • • Southcenter Place -Flow Test 1/15/2013 Attn: Kathy Gehl, Tom 7odry- Legacy Site address: 16400 Southcenter Pkwy, Tukwila, 98188 Phone /email : 425 - 372 -5486 Thank you for the opportunity to provide this proposal. SCOPE: • Labor & material to perform standard city pressure flow test. • Perform standpipe flow test; assumes weekday night work, shooting water off of roof or onto roof if given direction and release of responsibility that roof drains can support water volume. T & M NTE: $4,500. Exclusions: • WSST. Should you have any questions or require additional Information, please feel free to call me at 206- 832 -8355. Michael P. Donaldson McKinstry Co. PIA) 12- 337, • • Southcenter Place- DDCVA Project 1/11/2013 Attn: Kathy Gehl, Tom Jodry- Legacy Partners Site address: 16400 Southcenter PKWY, Tukwila. Phone /email : 425- 372 -5486 Thank you for the opportunity to provide this proposal. SCOPE: • LABOR & MATERIAL TO PERFORM UPGRADES TO EXISTING FIRE PROTECTION SYSTEM AS REQUIRED BY CITY OF TUKWILA. • REMOVE SINGLE CHECK ON EAST SIDE OF BUILDING AND INSTALL ABOVEGROUND DDCVA , INSTALL ON ISOLATION PAD WITH HOT BOX AS REQUIRED. • RAISE EXISTING PIV TO CODE HEIGHT, INSTALL NEW TAMPER SWITCH FOR PIV AND NEW DDCVA. • SAWCUTTING, SIDEWALK REPAIR, EXCAVATION & BACKFILL AS NEEDED TO RAISE PIV & NEW DDCVA. • INSTALL ELECTRCIAL FOR HOT BOX AND CONTROL WIRING FOR NEW TAMPER SWITCHES. • INSTALL APPROPRIATE SIGNAGE AS REQUIRED. • PROVIDE STAMPED & ENGINEERED DESIGN DRAWINGS, • PERMITS & INSPECTIONS. • WSST. T & M NTE BUDGET: $85,500. Exclusions: • Overtime, de- watering, landscape repair, re- locating unforeseen underground services, fire watch, soils testing, Installing thrust blocks on existing piping, electrical plan review. This proposal Is valid for 30 days from the date proposed. Upon your favorable review, please sign and return this proposal for scheduling and implementation. Should you have any questions or require additional information, please feel free to call me at 206- 832 -8355. Sincerely, Michael P. Donaldson . McKinstry Co. PLO I 2- 38C December 26, 2012 Cad of • Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Travis Richards Davis Schueller Inc. 20700 44th Av W, Suite 280 Lynnwood, WA 98036 RE: Correction Letter #1 Development Permit Application Number D12 -382 Walsh Construction —16400 Southcenter Py, Suite 501 Dear Mr. Richards, 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 Building and Public Works Departments. At this time the Fire and Planning Departments have no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. Public Works Deparment: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached comments. 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 plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician File No. D12 -382 W: (Permit Center\Correction Letters120121D12 -382 Correction Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665 8 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: December 13, 2012 Project Name: Walsh Construction Permit # D12 -382 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36. Please submit all plans on the same size paper. Revised plans need to be the same size as originally submitted). (If applicable) Structural Drawings and structural calculation sheets shall be stamped and signed. 1. All exit doors serving an occupant load greater than 50 need to swing in the direction of travel. Please revise the swing of the center exit to swing in the direction of travel. 2. Please show the main egress path on the egress plan A1.3. This path will need to connect the three exits. When a person steps into this path he should be able to go in two distinct directions to at least two different exits. This path is the only portion of the space that is required to have emergency lighting and it should be noted that the required level of emergency light needs to meet section 1006.4 Of the IBC. The dotted line shown is by code definition a common path of travel. It does not need emergency lighting. It is important to make this clear on the egress plan as our inspectors use light meters to measure the light and they use this plan to determine where to measure the emergency light. Some direction exit signs will be needed where the view of the exit signs at the doors is blocked. Please add these to this plan. It would also be helpful to show the emergency light fixtures on this plan or note that they are shown on A2.2. 3. The door swinging out from the server room, when open 90 degrees, reduces the egress path to less than 50% of the minimum required width which is 36 inches. Please see section 1005.2 IBC. 4. Is the T -bar grid remaining or will it be replaced? Looks like maybe lights are being relocated and grid will remain but I would like to make sure that is the case as a suspended ceiling inspection would not be required. Should there be questions concerning the above information please contact the Building Division at 206- 431 -3670. • • PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: December 26, 2012 PROJECT: WALSH CONSTRUCTION (Legacy Bldg.) 16400 Southcenter Pkwy PERMIT NO: D12 -382 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. The City has determined that the subject building has deficiencies on the domestic water and fire prevention lines a) Domestic Water. There is an existing Reduced Pressure Principle Assembly (RPPA) installed internally for premise isolation that Tukwila Water department has not received required backflow test report that was due in April 2012. The RPPA serial number is 1034991 and it is located in the first floor janitorial closet. Please have the backflow tested ASAP and submit backflow test report ASAP. b) Fire Prevention This building has fire line connection on east side and west side of building. The east side connection is still a non - testable single check valve. Applicant shall install a Detector Double Check Valve Assemble (DDCVA) per City of Tukwila Standard Detail WS 15 (2of 2) outside the building or an internal DCVA. If you need assistance in the field, please contact Mr. Todd Reedy, Water Quality Specialist at 206 571- 6300. This installation shall be performed under a separate Public Works construction. Plans shall be prepared, stamped, signed and dated by a Level III certificate of competency holder or by a WA State professional engineer. A separate letter addressing backflow deficiencies will be mailed to Legacy Partners, LLC, property owner on December 27, 2012. I have enclosed Development Bulletin C5 which spells out design and installation requirements for cross connection control. The Public Works Director will withhold issuance of this Tenant Improvement permit until the backflow issues for the fire prevention line are resolved. Applicant can post a bond for items a) and b) in the amount equal to 150% of the installation and testing cost of subject backflows together with a letter stating the installation within 90 days. (W:PW Eng/other /Joanna Spencer /Comments I DI2- 382PW) • III • PLAN REVIEW CHECKLIST - (Nonstructural) By: %�(- Date: / - «( 7 Permit App. 0/ 2 Jg IBC Edition 07 & State Amend. Project title: / h' /S 4 C1 S7_ ++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Classify the building or portion thereof in accordance with Chapter 3 Determine the type of construction of the building in accordance with Chapter 6. Determine if the location of building on the site and clearances to property lines and other buildings on the site plan are in accordance with code provisions. Review for conformity with General building height and area limitations in accordance with Chapter 5. Review for conformity with special detailed requirements based on use and Occupancy. Review for conformity with Type of Construction requirements of Chapter 6. Review for conformity with Fire and Smoke protection features of Chapter 7. Review for conformity with requirements of interior finishes of Chapter 8. Review for conformity with requirements for fire protection systems of Chapter 9. Review for conformity with requirements for means of egress requirements of Chapter 10 VReview for conformity with requirements of accessibility in accordance with Chapter 11, and ICC A117.1 Review for conformity with Washington State Energy Code.. +++++++++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ ✓ In circle = topic has been reviewed for the application. X In circle = topic is not relevant to proposed scope of work. CO • PLAPEYJCO E I • ING SLIP ACTIVITY NUMBER: D12 -382 DATE: 01 -08 -13 PROJECT NAME: WALSH CONSTRUCTION SITE ADDRESS: 16400 SOUTHCENTER PY, SUITE 501 Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: kva,ofI Iding Ivislon TC7 Works 3 Fire Prevention Structural Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 01 -10 -13 Not Applicable Comments: Permit Center. Use Only • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 02 -07 -13 Permit Center Use Only ; • " CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • • PE s JCO.»i j PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -382 DATE: 12 -07 -12 PROJECT NAME: WALSH CONSTRUCTION SITE ADDRESS: 16400 SOUTHCENTER PY, SUITE 501 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPAR MENT : uildin Divan Public or s 1%- k Awl i1-&c 4,-G,2 Ire Pre ention Structural 1W‘ /V I)- -l■—(), Planning Divi ion Permit Coordinator a DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -11 -12 Complete Incomplete ❑ Not Applicable Comments: P, ermitCenter Dee Orily. • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route I llJ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01 -08-13 Approved ❑ Approved with Conditions n Not Approved (attach comments) IA Notation: REVIEWER'S INITIALS: DATE: Permit CeiiteriJse'Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW — Staff Initials: Documents/routing slip.doc 2 -28-02 fly 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: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0(l0 7/ /2- Plan Check/Permit Number: D12-382 ❑ 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: Walsh Construction Project Address: 16400 Southcenter Bl, Suite 501 Contact Person: Sffgd • rrL /- Phone Number: (7a0) 113 2 - Z 67( Summary of Revision: 0 /141-,/1 an/172-y Poem- A)a.) .cwfitlef /Al i'!/'EGji o,l DF pz i L (Air, q24 /144W E6,c- // _ff(J % P - 2EQ JE cr PN(r yr ,¢4 s[,t,y &N Acia,41 papA., ,NiS Td p (-r/fr /92• t V T -84-4- /1-41, 7' A»-', - visQo . r#r 4 2, z diszenne 11 Sheet Number(s): 4Z /, 3, 41,o1 1 z. /, } 2 - "Cloud" or highlight all areas of revision including date of rev Received at the City of Tukwila Permit Center by: N— Entered in Permits Plus on PERMIT CENTER \applications\forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Prj�ter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company DAVIS SCHUELLER INC 4257759400 20700 44Th Ave W Ste 280 Lynnwood WA 98036 Snohomish Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 601273797 Active DAVISSI105PN Construction Contractor 10/15/1990 7/1/2014 General Unused Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status RSMANI'0116N R S MANUFACTURING INC Construction Contractor Cabinets, Millwork And Finish Carpentry Unused 1/15/1999 3/3/2013 Active SILVECI988Q0 SILVERCREEK CONSTRUCTION INC Construction Contractor General Unused 11/20/2002 11/20/2004 Archived SEACRMI104DE SEACREST MFG INC Construction Contractor Cabinet And Millwork Carpentry/Framing 3/5/1990 2/26/1999 Archived OLYMPE'121Qf► OLYMPIC ENTERPRISES Construction Contractor General Unused 11/1/1988 11/1/1989 Archived DALFOCI1810E DALFORD COMPANY INC, THE Construction Contractor General Unused 2/5/1982 12/26/1991 Archived DALFOC'198LW DALFORD COMPANY, THE Construction Contractor General Unused 6/16/1981 6/1/1982 Archived DAKOTWC962BH DAKOTA WIRELESS CONST SVCS LLC Construction Contractor General Unused 1/8/2004 1/8/2006 Out Of Business Business Owner Information Name Role Effective Date Expiration Date DAVIS, BILL E President 01/15/1990 SCHUELLER, DANETTE Secretary 01/15/1990 DAVIS, BARBARA D Treasurer 01/15/1990 SCHUELLER, KENNETH E Vice President 01/15/1990 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date CBIC SF2518 10/15/2003 Until Cancelled $12,000.00 10/31/2003 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance 20 Company Name Policy Number BKA53228151 Effective Date 07/01/2010 https://fortress.wa.gov/lni/bbip/Print.aspx Expiration Date 07/01/2013 Cancel Date Impaired Date Amount $1,000,000.00 Received Date 06/15/2012 01/17/2013 WALSH CONSTRUCTION -SUITE 501 Legacy Southcenter 16400 Southcenter Parkway, Suite 501 Tukwila, Washington 98188 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 16 2013 City of u ila BUILDIN VISION RILE COPY wit No 1)1,0/-91V).- Plan review approval Is subject to errors and omissions, Approval of construction documents does not aut:T 179 E v olz Lion of any adopted code or ord'. - Ice. Roc c ;t Of approved Field Cop ed ;d, Date: ANY City Oflibkwila BUILDING DIVISION • SEPARATE PERMIT REQUIRED FOR j$1 Machanlcat Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION v C T PLA\ PROJECT DATA CODE REFERENCE: USE: OCCUPANCY TYPE: CONSTRUCTION TYPE: FIRE SUPPRESSION: of STORIES: LDG.SF: 5TH FLOOR SF: SUITE #501 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila 6ullding Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. K IT V PLA 382. 2006 IBC, 100EC,AN28 NC 2003 ANSI/ ICC OFFICE B I -A SPRINKLERED 5 58,400 11,680 LEGAL. D SCRIPT -0 \ / PARCEL \ APN. '262304 -9021 vBER LEGAL DESCRIPTION: PARCEL 1 OF CITY OF TUKWILA REVISED SHORT PLAT #77 -51 -55 AKA BLA #3 -79 REC #7904180861 SD PLAT DAF - POR SE 1/4 OF NW 1/4 BEG AT MONUMENTAL INTSN OF C /L'S OF SOUTHCENTER PARKWAY 57TH AVE S & STRANDER BLVD S 164TH ST TH S 8 -45 -5 E 325.05 FT TH S 0 -25 -58 E 30 FT TO AN INTSN WITH S MGN SD STRANDER BLVD & TPOB TH CONTG S 0 -25 -58 E 200 FT TH S 89 -45 -58 E 350 FT TH S 0 -25 -58 E 1093.20 T TH N 89 -43 -19 W 626.31 FT TO E MGN SOUTHCE TER PARKWAY TH N 0 -57 -48 W 1241.85 FT TO A PT OF CURVE TH NLY & ELY ALG ARC OF CURVE T RGT RAD 50 FT THRU C/A 91 -11 -50 79.53 FT TO S MGN STRANDER BLVD TH S 89 -45 -58 E 237.72 FT-TO TPOB LESS POR OF SD PAR 1 FOR ST UNDER REC NO 8310250922 LESS RD PER SUP COURT #09 -2- 19459 -9 KNT DRAW G I \3EX ARCHITECTURAL DRAWINGS AO.0 A1.2 A1.3 A2.0 A2.1 A2.2 A2.3 A6.1 COVER SHEET GENERAL NOTES EGRESS PLAN DEMO PLAN FLOOR PLAN REFLECTED CEILING PLAN POWER /DATA PLAN WALL TYPES/ DETAILS/ ELEVATIONS SCOPE OF WOR RECEIVED CITY OF TUKWILA DEC 0 7 2012 PERMIT CENTER INTERIOR REMODEL (T.I.) OF 6,644 RSF OFFICE SPACE, NEW PARTITIONS DOORS AND FINISHES. WORK INCLUDES MECHANICAL & ELECTRICAL WORK. FURNITURE SYSTEMS ARE NOT PART OF THIS WORK. • • • • • 111 111■ 111■ LEGACY PARTNERS, CDS INC. Architecture and Interior Design 1660 Wynkoop Street, Suite 1120 Denver, CO 80202 Tel. (720) 932 -3300 / Fax. (720) 932 -3303 www.legacypartners.com/CDS Approval: TENANTS APPROVAL: Construction Documents THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE LEGACY PARTNERS, CDS INC. NORTHERN CALIFORNIA, AND ARE NOT TO BE REPRODUCED OR DISTRIBUTED IN WHOLE OR IN PART WITHOUT THE WRITTEN AUTHORIZATION BY AN APPROPRIATE MEMBER OF THE CORPORATION. No. Issue or Revisions Date ;KWAY VAY [88 Stamp: n,,,REGISTERED /� RCHITECT ;; �' METTLER ..I1i ' OF WASHINGTON Dote: f ti-/9//1 Drawn by: MM Checked by: SM Drawing Title: COVER SHEET Scale: AS NOTED Project No: Drawing No: AOO ABBREVIATIO \S TENANT'S APPROVAL: Construction Documents ELECTRICAL \OTES GE \=RAC \OTES (co\T\n) GE \ERAS \OTES Date & L © U E) ACOUS. A.D. ADJ. AFF. AGGR. AL. APPROX. ARCH. ASB. ASPH. BD. BITUM. BLDG. BLK. BLKG. BM. BOY. CAB. C.B. CEM. CLR. C.I. C.G. CLG. CLKG. CLO. CLR. C.O. COL. CONC. CONN. CONSTR. CONT. CORR. CTSK. CNTR. CTR. DBL. DEPT. D.F. DET. DIA. DIM. DISP. DN. D.O. DR. DWR. DS. D.S.P. DWG. E. EA. E.J. EL. ELEC. ELEV. EMER. ENCL. E.P. EQ. EQPT. E.W.C. (E) EXPO. EXP. EXT. F.A. F.B. F.D. FDN. F.E. F.E.C. F.H.C. FIN. FL. FLASH. FLUOR. F.O.C. F.O.F. F.O.S. FPRF. F.S. FT. FTG. FURR. FUT. GA. GALV. GL. G.B. GND. GR. GYP. H.B. H.C. HDWD. HDWE. H.M. HORIZ. HR. HGT. J.D. INSUL. INT. JAN. JT. And Angle At Centerline Diameter or Round Pound or Number Existing Acoustical Area Drain Adjustable Above finish floor Aggregate Aluminum Approximate Architectural Asbestos Asphalt As p Board Bituminous Building Block Blocking Beam Bottom Cabinet Catch Basin Cement Ceramic Cast Iron Corner Guard Ceiling Caulking Closet g Clear Cased Opening Column Concrete Connection Construction Continuous Corridor Countersunk Counter Center Double Department Drinking Fountain Detail Diameter Dimension Dispenser Down Door Opening Door Drawer Down spout Dry Standpipe Drawing East Each Expansion Joint Elevation Electrical Elevator Emergency Enclosure Electrical Panel board Equal Equipment Electric Water Cooler Existing Exposed Expansion Exterior Fire Alarm Flat Bar Floor Drain Foundation Fire Extinguisher Fire Extinguisher Cab. Fire Hose Cabinet Finish Floor Flashing Fluorescent Face of Concrete Face of Finish Face of Studs Fireproof Full Size Foot or Feet Footing Furring Future Gauge Galvanized Grab Bar Glass Ground Grade Gypsum Hose Bibb Hollow Core Hardwood Hardware Hollow Metal Horizontal Hour Height Inside Diameter (Dim.) Insulation Interior Janitor Joint KIT. LAB. LAM. LAV. LKR. LT. MAX. M.C. MECH. MEMB. MFR. MH. MIN. MIR. MISC. M.O. MTD. MUL. N. N.I.C. NO. or # NOM. N.T.S. O.A. OBS. O.C. O.D. OFF. OPNG. OPP. . PRCST. PL. P.LAM. PLAS. PLYWD. PR. PT. P.T.D. P.T.D. /R PTN. P.T.R. Q.T. R. RAD. R.D. REF. REFR. RGTR. REINF. REQ. RESIL. RM. R.O. RWD, R.W.L. S. S.C. S.C.D. SCHED. S.D. SECT. SH. SH. SHR. SIM. S.N.D. S.N.R. SPEC. SQ. S.ST. S.SK. STA. STD. STL. STOR. STRL. SUSP. SYM. " T.G. T.S. TRD. T.B. T.C. TEL. TER. T. &G. THK. T.P. T.P.D. T.V. T.W. TYP. UNF. U.O.N. UR. VERT. VEST. W. W/ W.C. WD. W/O WSCT. WT. Kitchen Laboratory Laminate Lavatory Locker Light Maximum Medicine Cabinet Mechanical Membrane anuMET. Metal Manufacture Manhole Minimum Mirror Miscellaneous Masonry Opening y p g Mounted Mullion North Not In Contract Number Nominal Not To Scale Overall Obscure On Center Outside Diameter(Dim) Office Opening Opposite Pre -cast Plate Plastic Laminate Plaster Plywood Pair Point Paper Towel Dispenser Combination Paper Towel Dispenser & Receptacle Partition Paper Towel Receptacle Quarry Tile Y Riser Radius Roof Drain Reference Refrigerator Register Reinforced Required Resilient Room Rough Opening Redwood Rain Water Leader South Solid Core Seat Cover Dispenser Schedule Soap Dispenser Section Shelf Showe Sheet r Similar Sanitary Napkin Dispenser Sanitary Napkin Receptacle Y P P Specification Square Sq Stainless Steel Service Sink Station Standard Steel Storage Structural Suspended Symmetrical Tempered Glazing Transition Strip Tread Towel Bar Top of Curb Telephone Terrazzo Tongue and Groove Thick Top of Pavement Toilet Paper Dispenser Television Top of Wall Typical Unfinished Unless Otherwise Noted Urinal Vertical Vestibule West With Water Closet Wood Without Waterproof Wainscot Weight 1. PROVIDE NEW LIGHT SWITCHES AS INDICATED ON PLAN. 2. PROVIDE NEW ELECTRICAL DEVICES AS INDICATED ON PLAN. 3. CONTRACTOR TO PROVIDE NEW LIGHT FIXTURES, ENERGY EFFICIENT BALLAST, LAMPS AND ASSOCIATED SWITCHING 4. ALL DEVICES AND COVER PLATES, AS CODE ALLOWS, TO BE WHITE UNLESS DEVIATES FROM BUILDING STANDARD, IN WHICH CASE MATCH BUILDING STANDARD. 20. CONTRACTOR SHALL PATCH AND REPAIR ALL FIREPROOFING DAMAGED OR REVEALED BY DEMOLITION. CONTRACTOR SHALL FIREPROOF AS REQUIRED BY CODE ALL NEW PENETRATIONS GENERATED BY THE WORK DESCRIBED IN THESE DOCUMENTS. 21. THE CONTRACTOR SHALL COORDINATE THE LAYOUT AND EXACT LOCATION OF ELECTRICAL /TELEPHONE PANELS, OUTLETS & LIGHT SWITCHES WITH LP CDS, INC., IN THE FIELD BEFORE PROCEEDING WITH CONSTRUCTION. DIMENSIONS SHOWN ON LP CDS INC. PLANS SHALL GOVERN ALL LOCATIONS. 22. THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST IN LOCATIONS LOCATIONS OF ANY AND ALL MECHANICAL, TELEPHONE, ELECTRICAL, LIGHTING, PLUMBING AND SPRINKLER EQUIPMENT (TO INCLUDE ALL PIPING, DUCTWORK AND CONDUIT) AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF ABOVE EQUIPMENT ARE PROVIDED. 23. PROVIDE INTERNALLY ILLUMINATED EXIT SIGNS AS REQUIRED BY I.B.C. 24. LIGHTING AND VENTILATION PER I.B.C. 25. PLUMBING INSTALLATION PER INTERNATIONAL PLUMBING CODE. 26. "TYPICAL" MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS, U.O.N. 27. "SIMILAR" MEANS COMPARABLE CHARACTERISTICS. VERIFY DIMENSIONS AND ORIENTATION ON PLAN. 28. DIMENSIONS NOTED "CLEAR" OR "CLR" ARE MINIMUM REQUIRED DIMENSIONS AND CLEARANCE MUST BE ACCURATELY MAINTAINED. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT REVIEW OF OF LP CDS, INC., UNLESS NOTED AS (f). 29. DIMENSIONS TO EXTERIOR WINDOW WALL ARE TO BE FROM FACE OF GYP. BD. SILL 30. DIMENSIONED HEIGHTS ARE FROM TOP OF EXISTING SLAB, U.O.N. AS "A.F.F. ", ABOVE FINISH FLOOR. 31. MILLWORK IS TO BE FURNISHED AND INSTALLED BY CONTRACTOR. 32. THE CONTRACTOR SHALL PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING AS REQUIRED BY THE CONTRACT DOCUMENTS IN WALLS BEHIND SHELVING, ETC. ALL BLOCKING AND FURRING SHALL BE FIRE TREATED AS REQUIRED BY BUILDING CODE. 33. ALL INTERIOR PARTITIONS SHALL MEET THE STRUCTURAL REQUIREMENTS OF IBC. 34. ELECTRICAL INSTALLATION PER NATIONAL ELECTRIC CODE. 35. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF N.I.C. ITEMS WITH OTHER TRADES. 36. PROVIDE FIRE EXTINGUISHERS, 2A: 10B: C, SURFACE - MOUNTED, U.O.N., WITH TRAVEL DISTANCE NOT TO EXCEED 75', PER CODE. 37. SUSPENDED ACOUSTICAL CEILING SYSTEM SHALL BE IN ACCORDANCE WITH THE LATEST RULES OF THE I.B.C.. THE N.E.C., AND THE STATE SAFETY ORDERS AND ALL APPLICABLE CODES. 38. ALL INTERIOR FINISHES IN ONE HOUR AREAS SHALL BE CONSTRUCTED WITH CLASS 2 MATERIALS; ALL OTHER MATERIALS SHALL BE CLASS 3 FIRE RESISTANT MATERIALS. 39. THE CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL MATERIALS, LABOR, INSTALLATION, FABRICATION, ETC. SHALL CONFORM TO ALL CODES AND REGULATIONS OF APPLICABLE GOVERNING AGENCIES. 40. THE CONTRACTOR SHALL PRESERVE AND MAINTAIN ACCESS TO EXISTING EXITS DURING CONSTRUCTION. 41. THE CONTRACTOR SHALL COORDINATE THE LAYOUT OF PARTITIONS WITH LP CDS, INC. PRIOR TO ANY CONSTRUCTION. ANY DISCREPANCY BETWEEN ACTUAL FIELD CONDITION AND DRAWINGS MUST BE WORKED OUT IN THE FIELD TO THE SATISFACTION OF LP CDS, INC., AT NO EXTRA COST. THIS MUST BE CONSIDERED BY THE CONTRACTOR DURING BID PROCESS AND INCLUDED IN THEIR BIDS. 42. SEPARATE PLANS FOR ALL FIXED AND MOBILE FIRE PROTECTION EQUIPMENT AND FIRE ALARM SYSTEMS SHALL BE SUBMITTED TO THE FIRE MARSHALL FOR APPROVAL PRIOR TO INSTALLATION. 43. ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME RETARDANT CONDITION. 44. CTHIS SPACE PLAN DOES NOT DEPICT THE LOCATION OF ANY 1. THE LEGACY PARTNERS, CONSTRUCTION DESIGN SERVICES INCORPORATED SHALL BE ABBREVIATED: LP CDS, INC. 2. THE GENERAL CONTRACTOR SHALL PROVIDE LP CDS, INC., CONSTRUCTION DEPT. AND /OR DESIGN DEPARTMENT WITH SHOP DRAWINGS, MATERIAL SCHEDULES, AND SPECIFICATIONS OF MATERIALS AND EQUIPMENT; AND WORKMANSHIP QUALITY, FOR HIS WORK, AND HIS SUBCONTRACTOR'S WORK PRIOR TO THE COMMENCEMENT OF WORK. THE LP CDS, INC., RESERVES THE RIGHT TO APPROVE OR REJECT SUBMITTALS FOR PROPOSED CONSTRUCTION. 3. THE FOLLOWING CONTRACTORS ARE TO SUBMIT AS- BUILTS WITH CERTIFICATION THAT WORK CONFORMS TO DRAWINGS AND SPECIFICATIONS: ELECTRICAL, MECHANICAL, PLUMBING SUBCONTRACTORS. 4. CONTRACTORS CONTRACTING DIRECTLY WITH LP CDS, INC., FOR SPECIFIED SCOPE OF WORK, SHALL ALSO SUBMIT SHOP DRAWINGS, MATERIAL AND EQUIPMENT SCHEDULES AND SPECIFICATIONS; AS APPLICABLE, FOR REVIEW AND APPROVAL BY LP CDS, INC. 5. CONTRACTUAL OBLIGATION: BY CONTRACTING WITH LP CDS, INC., THE CONTRACTOR(S) PERFORMING WORK DESCRIBED BY THESE DRAWINGS AGREES TO SUBORDINATE OTHER CONTRACTUAL AGREEMENTS PERTAINING TO THIS WORK; TO THE REQUIREMENTS OF THESE GENERAL REQUIREMENTS, AND THE SPECIFICATIONS AND REQUIREMENTS OF THESE DRAWINGS. 6. THE CONTRACTOR(S) SHALL PURCHASE AND MAINTAIN CERTIFICATES OF INSURANCE WITH RESPECT TO WORKMANS COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE LIMITS AS REQUIRED BY LAW. THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR. INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK. " 7. CONTRACT BID: THE CONTRACTOR SHALL THOROUGHLY EXAMINE THE PREMISES AND SHALL BASE HIS BID ON THE EXISTING CONDITIONS, THE CONTRACTOR SHALL NOTIFY LP CDS, INC., DESIGN DEPARTMENT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS. 8. THE CONTRACTOR IS RESPONSIBLE FOR PAYMENT AND OBTAINING OF ALL PERMITS REQUIRED FOR A COMPLETE JOB. 9. DURING THE BIDDING AND NEGOTIATION PERIOD THE CONTRACTOR SHALL CONFIRM IN WRITING APPROXIMATE ON -SITE DELIVERY DATES FOR ALL CONSTRUCTION MATERIALS AS REQUIRED BY THE CONSTRUCTION DOCUMENTS AND SHALL NOTIFY LP CDS, INC., IN WRITING OF ANY POSSIBLE CONSTRUCTION DELAYS AFFECTING OCCUPANCY THAT MAY ARISE DUE TO THE AVAILABILITY OF THE SPECIFIED PRODUCT. 10. UPON AWARD OF THE CONTRACT, THE CONTRACTOR SHALL ALSO SUBMIT A SPECIFIC CONSTRUCTION SCHEDULE TO LP CDS, INC., INDICATING THE REQUIRED CONSTRUCTION TIME FOR ALL CONTRACTORS WORK. 11. SUBSTITUTIONS, REVISIONS, OR CHANGES MUST HAVE PRIOR WRITTEN APPROVAL BY LP CDS, INC. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH CURRENT IBC CODE AND ALL APPLICABLE ORDINANCES INCLUDING CITY AND LOCAL BUILDING CODES AND REQUIREMENTS. 13. NO WORK DEFECTIVE IN CONSTRUCTION OR QUALITY WILL BE ACCEPTABLE IN CONSEQUENCE OF THE OWNER'S OR DESIGNER'S FAILURE TO DISCOVER OR POINT OUT DEFECTS OR DEFICIENCIES DURING CONSTRUCTION. DEFECTIVE WORK REVEALED WITHIN THE TIME REQUIRED BY GUARANTEES SHALL BE REPLACED BY WORK CONFORMING WITH THE INTENT OF THE CONTRACT. NO PAYMENT, EITHER PARTIAL OR FINAL, SHALL BE CONSIDERED AS AN ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER MATERIALS. 14. ELECTRICAL AND MECHANICAL ELEMENTS SHALL BE REMOVED BACK TO THE NEAREST J -BOX, PANEL, PIPE, DUCT, ETC. TO ENSURE NO CONFLICT WITH NEW WORK. ELEMENTS TO BE PROFESSIONALLY SHUT -OFF, DISCONNECTED OR CAPPED. COORDINATE WORK WITH BUILDING ENGINEER. 15. PATCH AND REPAIR ALL DISRUPTED WALLS AND REMAINING CEILINGS AS REQUIRED FOR AND SUITABLE FOR RECEIVING FINISH AFTER DEMOLITION BY OTHERS. 16. PROVIDE PROTECTIVE MEASURES AS REQUIRED TO PROTECT EXISTING IMPROVEMENTS AND TO PROVIDE FREE, UNOBSTRUCTED AND SAFE PASSAGE OF OWNER'S PERSONNEL, GENERAL PUBLIC, AND CONSTRUCTION PERSONNEL TO AND FROM OCCUPIED PORTIONS OF THE BUILDING. MAINTAIN AND PROTECT ALL AREAS, OUTSIDE CONFORMING THE DESIGNATED WORK AREAS FROM AREAS FROM DAMAGE, SOIL AND DEBRIS; 17. REMOVE ELECTRICAL AND MECHANICAL ELEMENTS PRESENT IN WALL AND /OR STRUCTURES NOTED FOR DEMOLITION UNLESS SERVING OTHER PORTIONS OF THE BUILDING. 18. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE FACILITY CAUSED BY THE DEMOLITION ACTIVITIES OR BY HIS SUB - CONTRACTORS AT NO COST TO THE OWNER. EXISTING DAMAGE PRIOR TO ANY DEMOLITION WORK SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER BEFORE SUCH WORK BEGINS. 19. PATCH, REPAIR AND REPLACE CEILING TILE AND GRID AS "LIKE REQUIRED FOR A LIKE NEW" APPEARANCE. RECEIVED CITY OF TUKWILA DEC 0 7 2012 PERMIT CENTER 2 H SAC /R �U N B \ G \OTES 1. REUSE (E) MECHANICAL ROOF UNITS. REWORK (E) DUCTING AND RE- BALANCE AIR DISTRIBUTION. 2. REUSE (E) SPRINKLERS. ADJUST TO ACCOMMODATE NEW CEILING SYSTEM LAYOUT AND HEIGHT. SPRINKLER HEADS TO BE CENTERED WITHIN 2'X2' GRID AND SEMI RECESSED SILVER ESCUTCHEONS 3. PLUMBING WORK SHALL INCLUDE WASTE LINES, VENT LINES, CONDENSATE LINES AND WATER LINES, CONCRETE SAWING AND PATCHING FOR THESE ITEMS. 4. PLUMBING FIXTURES SHALL INCLUDE ITEMS NOTED IN PLUMBING FIXTURES AND ACCESSORIES SCHEDULES AS STANDARD ITEMS, UNLESS NOTED OTHERWISE, OR MARKED N.I.C. IN REMARKS COLUMN. 5. FIXTURES AND ACCESSORIES SHALL BE STANDARD UNLESS OTHERWISE NOTED 6. WATER PIPING MATERIAL: TYPE "L" HARD -DRAWN COPPER WATER TUBE AND WROUGHT SOLDER TYPE FITTING. 7. ALL PIPING AND DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS OF IMC. BUILD \ G ACCESS \OTES ENTRANCES: 1. ALL PRIMARY ENTRANCES SHALL BE ACCESSIBLE. 2. LEVEL SPACE PROVIDED AT STRIKE SIDE OF OUT SWINGING ,� DOORS: 5'-0 X 5'-0" 3. SPACE SHALL BE PROVIDED AT STRIKE SIDE OF OUT SWINGING EXTERIOR DOORS: 2' -O" 4. LEVEL SPACE WHEN DOOR SWINGS AWAY FROM APPROACH SHALL BE 3' -8" 5. ENTRANCE WIDTH, MINIMUM 2' -8" CLR. OPENING: 3' -0" DOOR. 6. DOUBLE DOOR REQUIRED WIDTH: ACTIVE LEAF MUST HAVE 2' -8" CLEAR OPENING. 7. UNINTERRUPTED SMOOTH SURFACE SHALL BE PROVIDED ON DOOR BOTTOM: 10" HIGH ON PUSH SIDE. DOORS, INTERIOR AND EXTERIOR: 1. LEVEL SPACE SHALL BE PROVIDED ON SWING SIDE OF 5' -0 ". 4'-8". 2. LEVEL SPACE AWAY FROM SWING SIDE SHALL BE 4 -8 . 3. 1 -6 „ SPACE SHALL BE PROVIDED ON STRIKE SIDE OF INTERIOR DOOR. 4. MINIMUM ACCESSIBLE DOOR WIDTH IS 2' -8 "; (3' -0 "DOOR) 5. MINIMUM ALLOWABLE DOOR HEIGHT IS 6' -8 ". DOOR HARDWARE 1. HARDWARE SHALL BE LEVER, PUSH - PULLS, OR PANIC DEVICES, OPERABLE BY A SINGLE EFFORT; NO GRASPING OR WRIST MOVEMENT. TO BLDG. STD. SPEC. LIST FOR SPECIFIC . REFER MFR. AND TYPES. 2. CLOSERS: ALLOWABLE INTERIOR CLOSER PRESSURE 5 POUNDS ALLOWABLE EXTERIOR CLOSER PRESSURE 8.5 POUNDS ALLOWABLE FIRE DOOR CLOSER PRESSURE 15 POUNDS THRESHOLDS MAXIMUM ALLOWABLE HEIGHT IS 1/2", WITH 45 DEGREE BEVEL. FLOORS ONLY SLIP RESISTANT SURFACES ARE ALLOWED. CORRIDORS ASBESTOS - CONTAINING MATERIALS. ALL PARTIES MUST CAREFULLY REVIEW THE BUILDING'S ASBESTOS OPERATIONS AND MAINTENANCE PROGRAM IN POSSESSION OF OWNER TO ASCERTAIN THE LOCATION OF ANY ASBESTOS- CONTAINING MATERIALS IN THE BUILDING. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 16 2013 City of Tukwila BUILDING DIVISION 1. ALLOWABLE MINIMUM WIDTH FOR CORRIDORS IS 3' -8 ". 2, ALLOWABLE MINIMUM WIDTH FOR AISLES IS 3' -O ". CONTROLS FOR LIGHTS, WINDOWS, TEMPERATURE, AND OTHER DEVICES. 1. MAXIMUM HEIGHT ABOVE FINISH FLOOR: 4'0", U.O.N. MINIMUM HEIGHT ABOVE FINISH FLOOR: 3'0 ". 2. WALL OUTLETS FOR TELEPHONES AND POWER SHALL BE A MINIMUM OF 15" ABOVE THE FINISH FLOOR. EXCEPTIONS: RELOCATABLE PARTITIONS, AND WINDOW WALLS. HAZARDS 1. OVERHEAD OBSTRUCTIONS SHALL BE 6'8" MINIMUM. 2. PROJECTIONS SHALL BE A MAXIMUM OF 4 INCHES IF OVER 2' -3" ABOVE FLOOR. 3. A TEXTURED PATH SHALL BE PROVIDED WHEN OBSTRUCTIONS ARE IN THE PATH OF TRAVEL. 4. EMERGENCY SIGNALS ARE TO BE AUDIBLE AND VISUAL. • • • • • III ■ III III ■ LEGACY PARTNERS CDS INC. Architecture and Interior Design 1660 Wynkoop Street, Suite 1120 Denver, CO 80202 Tel. (720) 932-3300/Fax. (720) 932 -3303 www.legacypartners.com/CDS Approval: TENANT'S APPROVAL: Construction Documents THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE LEGACY PARTNERS, CDS INC. NORTHERN CALIFORNIA, AND ARE NOT TO BE REPRODUCED OR DISTRIBUTED IN WHOLE OR IN PART WITHOUT THE WRITTEN AUTHORIZATION BY AN APPROPRIATE MEMBER OF THE CORPORATION. No. Issue or Revisions Date :KWAY ■TAY L 88 Stamp: r;lREG:ERED. "CHITECT . R S ' OF WASHINGTON Dat : /1'/0/4V - Drawn by: MM Checked by: SM Drawing Title: GENERAL NOTES Scale: AS NOTED Project No: Drawing No: A10/ REVIEWED FOR CODE COMPLIANCE APPROVED JAN 16 2013 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.4 Performance of system. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot - candle and a minimum at any point of 0.1 foot - candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot- candle at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ration of 40 to 1 shall not be exceeded. MAIN EGRESS PATH i i .# ■ COMMON PATH OF . "AVEL ILLUMINATED EMERGENCY EGRESS SIGN MAIN EGRESS PATH 1/2' IEp IA NAL DISTANCE *EXIT SIGNS AND EMERGENCY LIGHTING IS SHOWN ON SHEET A2.2. RECEIVED CITY OF TUKWILA EGRESS PLA\ SCALE: 1/8" =1' -0" JAN 0 8 2013 PERMIT CENTER ••••• III ■ III ■ III ■ LEGACY PARTNERS CDS INC. Architecture and Interior Design 1660 Wynkoop Street, Suite 1120 Denver, CO 80202 Tel. (720) 932 -3300 / Fax. (720) 932 -3303 www.legacypartners.com/CDS Approval: TENANT'S APPROVAL: Construction Documents THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE LEGACY PARTNERS, CDS INC. NORTHERN CALIFORNIA, AND ARE NOT TO BE REPRODUCED OR DISTRIBUTED IN WHOLE OR IN PART WITHOUT THE WRITTEN AUTHORIZATION BY AN APPROPRIATE MEMBER OF THE CORPORATION. No. Issue or Revisions Date LKWAY ■VAY 88 Stamp: 9941 REGISTERED I - CHITECT `1 ' METTLER STATE OF WASHINGTON Date: 11.12.12 Drawn by: MM Checked by: SM Drawing Title: EGRESS PLAN Scale: AS NOTED Project No: Drawing No: Al GE ERAL \OTES REMOVE (E) PARTITIONS AS SHOWN TO BE DEMOLISHED, INCLUDING BUT NOT LIMITED TO ELECTRICAL OUTLETS, WIRING, ATTACHMENTS BRACING '(TYPICAL). FIRE EXTINGUISHERS ON REMOVED WALLS SHALL BE RELOCATED. 2. REMOVE ALL FLOOR COVERINGS THROUGHOUT. 3. THERMOSTATS ON REMOVED WALLS SHALL BE RELOCATED. SALVAGE ALL DOORS AND RELITES TO BE DEMO'D. 5. EXISTING CEILING GRID TO REMAIN. DE 'N/D SY'BOL LEGE \D EXISTING PARTITION TO BE REMOVED EXISTING PARTITION TO REMAIN LIGHT SWITCH TO BE REMOVED DUPLEX RECEPTACLE TO BE REMOVED b PHONE /DATA JACK TO BE REMOVED FOUR -PLEX RECEPTACLE TO BE REMOVED •i.i BLANK RECEPTACLE TO BE REMOVED RCP DE"0 SY BOL LEGE \D EXISTING 2X4 LIGHT FIXTURE TO BE REMOVED/ RELOCATED 0 EXISTING RECESSED CAN LIGHT FIXTURE TO BE REMOVED/ RELOCATED KEYED SkIEET \OTES EXISTING FLOOR CORES AND CONDUIT TO BE REMOVED AT THIS LOCATION. INFILL SUB -FLOOR WITH FIRE RATED PATCHING MATERIAL. O REMOVE EXISTING CASEWORK AND PLUMBING. CAP PLUMBING BACK AT SOURCE. O REMOVE EXISTING WOOD CAP AT PARTIAL HEIGHT PARTITION. 0 EXISTING WOOD PEN TRAY TO BE REMOVED. 0 REMOVE ALL EXISTING PLASTIC COAT HOOKS ON DOORS, TYP. PATCH AND OIL DOOR. DE'0 PLA SCALE: I /8" =1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED JAN 16 2013 City of Tukwila BUILDING DIVISION n ANU..Ur1UI.S...lFi..L.II......l.U..............UU.. ,.__ _ ,A ■ ■■ ■ ■��. ii■■iu ri '� ■ ■■ III ■1 I■ ■■ ■ ■■■ ■ril■■\\ II1/I■ ■■■I III ■1 _ ARUI •1111■ ■■ ■■■i■■■■i■■■■■■i ill ■1 ■1111 I11■11■ ■ ■■ ■ J ■ ■ ■■ ■■■■■■ ■■ ■■ ■li■ —■ ■1 1111■■■ Mr ■ ■ ■ ■ ■ ■ ■1 ■ ■ ■ ■EI1 ■1 ■■■u■■■ ■■■■■■■■1111 11 oil <- 1111■ � ■ ■■■■ rr. I 1r4rEl ■■■ ■■■ ■■■■■ ■\■111. 1■ ■ ■ ■■■■E11■■■■■■■■■ ■ ■■.ii1 ■1 11■ \1111■ •11`11■■■11■■ ■IL J •1 ■■ ■■ &MIR ■ ■ ■ ■■ ■•11'1 ■ ■ ■ ■ ■t ■ ■ ■1►P ■A%■■\. 7■r■■ ■1111■■ ■■■1111 ■■1111■■► °21 wai E 0 - 1■ LIM•• ■ ■■■ ■■ ■ ■ ■11■I■ ■■ ■1 wo, 1 •11 ■ ■11 M•■■1111•■■ ■►\1111■!: T 1 ■111■■■ ■ ■ ■► \ \, ■ ■ ■ ■ ■ ■ ■ ■I� ■ ■■ 1 ■111■ ■■■■ ■ ■► \ \, ■ ■ ■ ■ ■ ■r.I■■■■ r•Qm 1 ■111 ■■ ■ ■ ■■\►\\■■■ ■I. /'■■■ ■■ 1 ■:1■ ■■ ■ ■ ■ ■ ■► \\ ■ ■VAMO1 ■1111 _ —_ -- _ 1111112JMINIImmisimmumewAmmEmpr �, \■■■■■\\■■■■■■■■■■■■■ r■ ■ ■ ■ ■ ■ ■ ■■�■ ■ ■ ■ ■ ■■1\ ■ ■ ■ ■ ■■ ■ ■ ■ ■■ 1111■■■■■ ��■■■■ ■■■■■r ■ ■ /I ■ ■�� 1■ ■ ■■11■■■ ■■■■■■■■■■■M■■■■■■■11111■■■■■ Ili ■ ■ ■ ■ ■ ■■■■ mommismommommrdour S) 1111111FROMMIIIIIIMMIIME111.1111111681111•111111111•11111111111MWEEmoim■-■ 1-07;57ZZZALIEME111111111111111111111• 41111111111111111111111111111111 11111 11P0111111111111;PPr 71/111111111111111111111111111111111111 1111111,1111, 1111111111111111111111111111111 111111111,7> .1111111111111111111111111 1111 1111, r 0 RCP DE 0 PLAN SCALE: 1/8'4-0' RECEIVED CITY OF TUKWILA JAN 0 0 2013 PERMIT CENTER ... • • 111 111 ■ 111 ■ LEGACY PARTNERS CDS INC. Architecture and Interior Design 1660 Wynkoop Street, Suite 1120 Denver, CO 80202 Tel. (720) 932 -3300 / Fax. (720) 932 -3303 www.legacypartners.com/CDS Approval: TENANTS APPROVAL: Construction Documents THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE LEGACY PARTNERS, CDS INC. NORTHERN CALIFORNIA, AND ARE NOT TO BE REPRODUCED OR DISTRIBUTED IN WHOLE OR IN PART WITHOUT THE WRITTEN AUTHORIZATION BY AN APPROPRIATE MEMBER OF THE CORPORATION. No, Issue or Revisions Date `KWAY ■VAY [88 Stamp: 941 REGISTERED . RCHITECT All S irTTLER ST OF WASHINGTON Date: 11.12.12 Drawn by: MM Checked by: SM Drawing Title: DEMO PLAN Scale: AS NOTED Project No: Drawing No: A7O LEGE\D: FE EXISTING TO REMAIN NEW INTERIOR PARTITION, INCLUDES 2 -1/2" METAL STUDS AT 24" O.C. (OR MATCH EXISTING) WITH 1 LAYER 5/8" TYPE "X" GYP. BD BOTH SIDES. REFER 1/A.6.1 NEW BUILDING STANDARD INTERIOR INSULATED PARTITION. INCLUDES 2 -1/2' (OR MATCH EXISTING) METAL STUDS @ 24" O.C. WITH 5/8" TYPE "X" GYP. ED. BOTH SIDES AND 2 -1/2' UNFACED BATT INSULATION. 4' OF BATT INSUL. ON BOTH SIDES OF DEMISING WALL IN CEILING. 2/A.6.1 NEW CASEWORK LINE OF UPPER CABINETS GLASS WITH FRAME FIRE EXTINGUISHER GE \ERAL NOTES I. ALL EXISTING SURFACES DAMAGED OR DISTURBED BY ALTERATIONS SHALL BE PATCHED, PAINTED, REPAIRED OR REPLACED (UNLESS OTHERWISE NOTED). REPAINT TO NEAREST NATURAL BREAK. 2. REWORK EXISTING HVAC, INCLUDING RELOCATING THERMOSTATS, TO ACCOMMODATE NEW LAYOUT. 3. DIMENSIONS SHOWN ARE FROM FACE OF FINISH UNLESS SHOWN OTHERWISE. 4. PROVIDE INDIVIDUAL SUPPLY AND RETURN AIR DIFFUSERS IN EACH ENCLOSED SPACE. UNDERCUTTING OF DOORS OR USE OF GRILLS IN DOORS IS NOT ACCEPTABLE FOR RETURN AIR 5. FINISH ON ALL NEW WALLS TO MATCH EXISTING, UNLESS OTHERWISE NOTED. 6. REMOVE ALL BULLETIN BOARDS, SUPPORT BOARDS FOR REMOVED ITEMS, UNNECESSARY SIGNS ETC; PATCH AND REPAIR ANY WALL DAMAGE. 7. CLEAN NVAC GRILLES, THROUGHOUT SPACE. CONTRACTOR SHALL VERIFY REPAIRS WITH EXISTING TIILES AND PROVIDE A MATCH TO TENANT FOR APPROVAL PRIOR TO INSTALLATION OR REPLACE ALL TILES IF A MATCH IS NOT POSSIBLE. 8. CLEAN ALL MINI - BLINDS AT GLAZING, BAG AND PROTECT THROUGHOUT CONSTRUCTION. 9. ALL COVER PLATES, INCLUDING BUT NOT LIMITED TO SWITCHES, OUTLETS OR FIRE /SAFETY DEVICES SHALL MATCH EXISTING. REPLACE AS NECESSARY. 10. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE RETARDENT TREATED WOOD. 11. CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. KEYED SHEET NOTES 0 EXISTING PHONEBOARD SHALL REMAIN AT THIS LOCATION. INFILL EXISTING PARTIAL HEIGHT WALL. PROVIDE GLASS INSET AT EXISTING ENTRY DOOR TO REMAIN. (DOOR TYPE O ) PROVIDE NEW/ RELOCATED DOOR ASSEMBLY AT THIS LOCATION WITH OFFICE LOCKSET HARDWARE, DOOR TYPE 0 , DOOR SHALL RECEIVE LEVER, HARDWARE, MATCH SUITE HARDWARE COLOR. O PROVIDE NEW/ RELOCATED DOOR ASSEMBLY AT THIS LOCATION WITH LATCHSET HARDWARE, DOOR TYPE O , DOOR SHALL RECEIVE LEVER HARDWARE, MATCH SUITE HARDWAREL COLOR. O PROVIDE NEW/ RELOCATED RELITE ASSEMBLY TO MATCH SUITE STANDARD. O PROVIDE NEW CLERESTORY 20" HIGH X 10' -0" (QTY. 2 - 5' GLAZING PIECES BUTT JOINED WITH SILICONE CAULK) WIDE RELITE ASSEMBLY. PROVIDE STANCHIONS IN WALL AS REQUIRED FOR ADDITIONAL WALL SUPPORT. Oa ROTATE DOOR SWING AT TI-HS LOCATION. PROVIDE NEW DOOR, FRAME AND HARDWARE IF NECESSARY. 0 0 0 EXISTING BASE CABINETS SHALL BE RE -FACED WITH PL -2 EXISTING FLOORING TO REMAIN. EXISTING SEAL IS BROKEN, REPAIR AS REQUIRED. 12 PROVIDE NEW 6' LONG X 24" DEEP PLASTIC LAMINATE COUNTER. PROVIDE LON PROFILE UNDER COUNTER SUPPORTS AS NECESSARY. COORDINATE MOUNTING HEIGHT AND LOCATION WITH TENANT. SY"BOLS DOOR MARK (NEW) (E)c DOOR MARK (EXISTING) DOOR TYPES Note: Match (E) door finish, frame hardware. 1-- cn x w a A 1111111111 STAINED GRADE SOLID CORE DOOR AND FRAME 1 /411 TEMPERED GLAZING INSET MATCH EXISTING NT STAINED GRADE SOLID CORE DOOR -0 AND FRAME 0 NTERIOR DOOR ITN © INTERIOR DOOR GLASS INSET F- HALLWAY EXISTING OFFICE 520 OPEN OFFICE EXISTING OFFICE NEW CONFERENCE BREAK ROOM RECEPTION ■ ■ ■1 ■ ■ ■1 ■ ■■1 ■ ■1 ■I ■ ■I ■I EMIR ■ ■1 ■I ■LL11 ni 1 ■ ■ ■1 ■ ■ ■I EXISTING OFFICE OPEN OFFICE EXISTING OFFICE EXISTING OFFICE EXISTING OFFICE HALLWAY EXISTING OFFICE EXISTING OFFICE EXISTING OFFICE EXISTING OFFICE PROPOSED FLOOR PLA\ SCALE: 1/8 '=I' -0" EXISTING OFFICE NEW OFFICE FINN ISHES: TYPE: MANUAFACTURER SPECIFICATION BASE B -1 JOHNSONITE COLOR: 11 CANVAS 4" CARPET CPT -1 BIGELOW PATTERN:MADE TO MOVE B0219 COLOR: 7916 TAKE CHARGE INSTALLED: TBD CPT -1 OPTION 2 BIGELOW PATTERN: CITY STEP 1302 COLOR: 7128 CLASSY KHAKI 5INSTALLED: TBD PAL \T P -1 SHERWIN WILLIAMS GENERAL, EGGSHELL COLOR: TBD P -2 SHERWIN WILLIAMS ACCENT, EGGSHELL COLOR: TBD P -3 SHERWIN WILLIAMS ACCENT, EGGSHELL COLOR: TBD PLASTIC LAMINATE PL -1 FORMICA HORIZONTAL COLOR: SMOKEY TOPAZ 4589K -07 PL -2 FORMICA VERTICAL COLOR: WILLIAMSBURG CHERRY 7936K -07 VINYL COMPOSITIO\ TILE VCT -1 ARMSTRONG STONETEX FIELD COLOR: 52128 DESERT DUST GENERAL FINISH \OTES: I. PROVIDE NEW P -1 THROUGHOUT, UON. 2. PROVIDE NEN BASE THROUGHOUT, UON. 3. PROVIDE NEN CARPET THROUGHOUT, UON. NEW OFFICE NEW OFFICE NEW OFFICE NEW CONFERENCE 804.6.6 Refrigerator /Freezer. Combination refrigerators and freezers shall have at least 50 percent of the freezer compartment shelves, including the bottom of the freezer, 54 inches (1370 mm) maximum above the floor when the shelves are installed at the maximum heights possible in the compartment. A clear floor space, positioned for a parallel approach to the space dedicated to a refrigerator /freezer, shall be provided. The centerline of the clear floor space shall be offset 24 inches (610 mm) maximum from the centerline of the dedicated space. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 16 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 082013 PERMIT CENTER ••••• III ■ 111■ III■ LEGACY PARTNERS CDS INC. Architecture and Interior Design 1660 Wynkoop Street, Suite 1120 Denver, CO 80202 Tel. (720) 932 -3300 / Fax. (720) 932 -3303 www.legacypartners.com/CDS Approval: TENANTS APPROVAL: Construction Documents THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE LEGACY PARTNERS, CDS INC. NORTHERN CALIFORNIA, AND ARE NOT TO BE REPRODUCED OR DISTRIBUTED IN WHOLE OR IN PART WITHOUT THE WRITTEN AUTHORIZATION BY AN APPROPRIATE MEMBER OF THE CORPORATION. No, Issue or Revisions Date :KWAY VAY 88 Stamp: 9941 REGISTERED • RCHITECT I/ ,METTLER OF WASHINGTON Date: 11.12.12 Drawn by: MM Checked by: SM Drawing Title: FLOOR PLAN Scale: AS NOTED Project No: Drawing No: A2,1 4 - #12 GA. SEISMIC SPLAY BRACE WIRES COMPRESSION STRUT - SEE SCHEDULE BELOW FOR TYPE, SIZE 4 NUMBER. ATTACH AT PURLIN • ABOVE N/2 - #B SHEET METAL SCREWS. DO NOT ATTACH TO 2X4 STIFFENERS. DOUBLE STUDS CONNECTED W/ 1 #6 SHEET METAL SCREW @ 16" O.C. BOXED STUDS MAY BE USED AT WALL BRACING 2 - #12 -14 SCREWS AT STUD TO T -BAR ATTACHMENT NOTE: SPACE SEISMIC SPLAY BRACE WIRES COMPRESSION STRUT AT NO MORE THAN 12' -0" O.C. IN EITHER DIRECTION. CEILING GRID SCHEDULE METAL STUD OR EMT MAX. HT. 3 -5/8" X 20 GA. . 914" DBL. 2 -1/2" X 20 GA. 16' -6" DBL. 3 -5/8" X 20 GA. 24' -0" 1 -1/2" EMT 10' -5" 1 -1/4" EMT 12' -11" 2" EMT 18' -4" SEISMIC BRACT \G BRACING PTS. @ 8' -0" O,C. EA. WAY (DIAL WIRES) FIRST PT. @ 6' -0" MAX. FROM EACH WALL HANGER WIRES @ 4' -0" O.C. MAIN RUNNERS @ 4' -0" 0.C. U 0 CROSS RUNNERS @ 21 -0 DIAGRAM ATIC FRAMI\ G PLAN CEILING LEGE D: EXISTING 2'x4' T -BAR SUSPENDED CEILING GRID TO REMAIN WITH SUITE STANDARD ACOUSTICAL CEILING TILES SPEC: MATCH EXISTING TILES AS NECESSARY FOR PATCHING 0 OR (g. R F X RELOCATED 2X4 LENSED FLUORESCENT FIXTURE RECESSED CAN LIGHT FIXTURE RELOCATED CAN LIGHT FIXTURE EXISTING SPRINKLER LOCATION, FOR REFERENCE ONLY. BLDG. STANDARD EXIT SIGN LIGHT SWITCH EMERGENCY LIGHTING R = RELOCATED N = NEW REFLECTED CEILING NOTES: I. THESE DESIGN DRAWINGS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES. SWITCHING AND CIRCUITING SHALL BE DESCRIBED ON ENGINEER'S ELECTRICAL DRAWINGS, AND INSTALLED AS DIRECTED THEREIN. 2. ALL SWITCHING SHOWN SHALL BE 44" A.F.F. TO CENTERLINE OF COVERPLATE. MULTIPLE SWITCHES SHOWN AT THE SAME LOCATION SHALL BE GANGED AND FINISHED WITH A ONE PIECE COVERPLATE. ALL SWITCHES TO HAVE WHITE COVERPLATES. 3. VERIFY THAT ALL EXISTING LIGHT FIXTURES, TUBES, BALLASTS, EXIT LIGHTS, BATTERY PACK BACK -UPS, ETC. ARE OPERATIONAL. REPAIR /REPLACE AS REQUIRED W/ COOL NHITE BULBS. CLEAN LIGHT LENSES THROUGHOUT. 4. FIRE SPRINKLER CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS OF SPRINKLER LOCATIONS. ADD AND /OR RELOCATE SPRINKLER HEADS AS REQUIRED TO ACCOMODATE NEW LAYOUT. 5. INSTALL SMOKE DETECTORS IN EXISTING AND NEW MECHANICAL UNITS AS REQUIRED BY CODE. 6. ALL EXISTING AND NEW DEVICES AND COVERPLATES TO MATCH EXISTING. 7, CLEAN/ REPAIR OR PAINT EXISTING CEILING GRID AND TILE FOR LIKE -NEW APPEARANCE. B. VERIFY THAT ALL EXIT SIGNS COMPLY WITH THE BUILDING STANDARD WHITE SIGNS. INSTALL NEW AS NEEDED. CLEAN/ REPAIR EXISTING SIGNS FOR LIKE -NEW APPEARANCE. 9. REPAIR OR REPLACE NON - FUNCTIONING LIGHT FIXTURES. 10. DRAWING SNOWS ONE METHOD OF EMERGENCY EGRESS PATHWAY LIGHTING, CONTRACTOR SHALL PROVIDE EGRESS ILLUMINATION PER IBC 2009. CONTRACTOR 15 RESPONSIBLE FOR DESIGN OF THE SYSTEM UNDER THE DESIGN BUILD CONTRACT. VERIFY WITH BUILDING MANAGMENT AND PROVIDE FULL COMPLIANCE TO THE NEW SPACE 11. REVIEW ALL •FIRE LIFE SAFETY EQUIPMENT LOCATIONS (INCLUDING BUT NOT LIMITED TO HORNS, STROBES) WITH DESIGNER PRIOR TO INSTALLATION. ■ II 11■■ ■ �mo ` J■_A�11 ' ■11��■�, � � �I � T I 1Fj 11I �1 ■i�■,mi;®�, i ►� � __ � I ■■••_■ ■\\ 111/1111•11111 11■ ■■■•■II■■ Il■ ■■ Ili _ 1111 ■EI I/ ISI EN ■ ■1111■ ■■1 ■ EV II I ■■1 ■ M ■■,41■ ©I ■rniiru Mal ∎1113■ ■11■©E■ ■ ■ ■■■© E■11■ MMIII■ 111 ' i 1111_■■■■■ 11 n■ ■�111. 504 EXISTING OFFICE EXISTING OFFICE EXISTING OFFICE PROPOSED FLOOR PLA\ EXISTING OFFICE 509 iL1I!__IP!liirJ ��-■o- 1 I e ■■■ VA •r1 ■■ Y , ■ ■11 • ■■■ ® ■■ ■ice ■■r 1 11111111111dir ■■m■■■■u1111J■r ■ ■■ o ■■■ ■■or F E ■�o ^n■■ ■r i■■11■r11M N■r AdErormimunomonit Rim MELIN'arallffit06-amm Ti Nil )1111111Pr• � I n ' 0 0 525 IIII � I IW oR .- _11_ 11 4111I1 1 i■■ ■ 11.11_ ■_N m■■ ■` ■©`■ ` ICI .■■ I■ ■1 7EM= N VA VA I. ■ ■ R R NEW OFFICE NEW OFFICE NEW OFFICE SCALE: I/8 " =1' -0" KEYED REFLECTED CEILING NOTES O REWORK SUITE SNITCHING AS REQUIRED FOR NEW SUITE LAYOUT. ALL OPEN AREA LIGHTING SHALL BE SNITCHED TOGETHER. NA STATE ENERGY REQ. ALL FIXTURES ARE SCHEDULED TO REMAIN, BE RELOCATED OR BE DEMOLISHED. NO NEW WATTAGE 15 TO BE ADDED TO THIS SUITE. NEW OFFICE 3 NEW CONFERENCE EXISTING OFFICE EXISTING OFFICE EXISTING OFFICE EXISTING OFFICE REVIEWED FOIR CODE COMPLIANCE APPROVED JAN 16 2013 City of Tukwila BUILDING II EXISTING OFFICE 520 EXISTING OFFICE bu38z RECEIVED CITY OF TUKWILA JAN 0 8 2013 PERMIT CENTER ••••• III ■ 111■ 111■ LEGACY PARTNERS CDS INC. Architecture and Interior Design 1660 Wynkoop Street, Suite 1120 Denver, CO 80202 Tel. (720) 932 -3300 / Fax. (720) 932 -3303 www.legacypartners.com/CDS Approval: TENANTS APPROVAL: Construction Documents THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE LEGACY PARTNERS, CDS INC. NORTHERN CALIFORNIA, AND ARE NOT TO BE REPRODUCED OR DISTRIBUTED IN WHOLE OR IN PART WITHOUT THE WRITTEN AUTHORIZATION BY AN APPROPRIATE MEMBER OF THE CORPORATION. No, Issue or Revisions Date PARKWAY ZKWAY 98188 Stamp: 9941 REGISTERED v . RCHITECT .. 'E LE' '41— OF WASHINGTON Date: 11.12.12 Drawn by: MM Checked by: SM Drawing Title: REFLECTED CEILING PLAN Scale: AS NOTED Project No: Drawing No: A22 L CTRICAL LEG \� IDQ nn Mt I DUPLEX RECEPTACLE FOUR —PLEX RECEPTACLE DEDICATED DUPLEX RECEPTACLE SPECIAL RECEPTACLE DEDICATED FOUR —PLEX RECEPTACLE VOICE /DATA JACK FLOOR MOUNTED DUPLEX AND VOICE /DATA MUDRING WITH PULLSTRINGS BLANK PLATE SYSTEMS FURNITURE POWER WHIP, BY FURNITURE VENDOR INDICATES NEW INDICATES RELOCATED GE \ERAL OT -S 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. 5, ALL COVERPLATES AND DEVICES SHALL BE WHITE. UPDATE EXISTING PLATES AND OUTLETS AS REQUIRED. <EY \OTES cii: COORDINATE FINAL INSTALLATION LOCATION WITH TENANT AND TENANTS FURNITURE. EII:: SERVER ROOM: COORDINATE ALL POWER REQUIREMENTS AND ADDITIONAL COOLING/ VENTING WITH TENANT AND TENANTS EQUIPMENT. cpeecsooe VERIFY POWER REQUIREMENTS WITH TENANT PROVIDED WORKSTATIONS. VERIFY FINAL POWER REQUIREMENTS AND INSTALLATION LOCATION FOR TENANT'S COPIER. TENANTS FAX MACHINE LOCATION. BOTTOM LINE OF OUTLET TO BE AT 30.5" A.F.F. REFER TO 2/A.2.3 FOR ENLARGED POWER/ FURNITURE LAYOUT LOCATION. NOT USED RELOCATE EXISTING POWER/ DATA AS SHOWN. PROVIDE BLANK COVERPLATE AT EXISTING V/D LOCATION, EQ,IP v E \T L ST 2 3 4 REFRIGERATOR, BY TENANT, GC TO PROVIDE COPPER WATER LINE AND HOOK UP ICE MACHINE. COFFEE MAKER (BY TENANT, GC TO PROVIDE COPPER WATER LINE) MICROWAVE (BY TENANT) DISHWASHER (BY TENANT, GC TO REMOVE EXISTING AND INSTALL TENANT PROVIDED DW) HALLWAY =RVER 522 OPEN OFFICE ( j) p° '1:. EXISTING OFFICE 519 EXISTING OFFICE 504 RECEPTIO WORK ROOM 521 OPEN OFFICE NEW CONFERENCE EXISTING OFFICE EXISTING OFFICE 506 EXISTING OFFICE HALLWAY EXISTING OFFICE POWER A \D DATA PLA\ SCALE: 1/8"=1'-0" EXISTING OFFICE 508 EXISTING OFFICE EXISTING OFFICE EXISTING OFFICE 509 NEW OFFIC 510 NEW OFFICE 511 NEW OFFICE -0 0- o- U 12" 12" 1 N' '=' - N- + d_ + + LARGER POWER A \D DATA AT \EW CO \FERE \C 524 A \D PREP 525 512 NEW OFFICE 513 NEW CONFERENCE SCALE: 1/4"=1'-0" aD 514 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 16 2013 JAN 16 2013 City of Tukwila BUILDING DIVISION City of Tukwila BUILDING DIVISION EXISTING OFFICE 520 bu3 82-- RECEIVED CITY OF TUKWILA DEC 0 7 2012 PERMIT CENTER III III ■ 111■ LEGACY PARTNERS CDS INC. Architecture and Interior Design 1660 Wynkoop Street, Suite 1120 Denver, CO 80202 Tel. (720) 932 -33001 Fax. (720) 932 -3303 www.legacypartners.com/CDS Approval: TENANTS APPROVAL: Construction Documents THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE LEGACY PARTNERS, CDS INC. NORTHERN CALIFORNIA, AND ARE NOT TO BE REPRODUCED OR DISTRIBUTED IN WHOLE OR IN PART WITHOUT THE WRITTEN AUTHORIZATION BY AN APPROPRIATE MEMBER OF THE CORPORATION. No. Issue or Revisions Date ;KWAY ■VAY [88 Stamp: 9941 RE ISTERED RCHITECT • TTLER STATE OF WASHINGTON Date: / I L �� by: MM Checked by: SM Drawing Title: POWER /DATA PLAN Scale: AS NOTED Project No: Drawing No: A2i / • • • • • III ■ III ■ III ■ LEGACY PARTNERS CDS INC. Architecture and Interior Design 1660 Wynkoop Street, Suite 1120 Denver, CO 80202 Tel. (720) 932 -3300 / Fax. (720) 932 -3303 www.legacypartners.com/CDS Approval: TENANTS APPROVAL: Construction Documents STRUCTURAL DECK ABOVE STL. STUD BRACE 6' -0" MAX SECURED TO STRUCURE ABOVE THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE LEGACY PARTNERS, CDS INC. NORTHERN CALIFORNIA, AND ARE NOT TO BE REPRODUCED OR DISTRIBUTED IN WHOLE OR IN PART WITHOUT THE WRITTEN AUTHORIZATION BY AN APPROPRIATE MEMBER OF THE CORPORATION. No. Issue or Revisions Date CEILING LINE 5/8" TYPE "X" I CONT. 25 GA. METAL STUD RUNNER TOP AND BOTTOM 4" VINYL BASE GYPSUM BOARD 2 -1/2" 25 GA. MTL. STUD AT 24" O.C. ' dd ., d a d a STA \DARD I \TERIOR PARTITIO\ SCALE: 1" = 1' -0" GENERAL NO1E: 4' -0" 4, I, / \ IPfr / j .4 Date: (L/ / /`' Drawn by: MM ALL GAPS TO BE 1/8" TYP. Drawing Title: HALL TYPES/ DETAILS Scale: AS NOTED FACE OF PARTITION MATCH EXISTING, VIF NON —COM BLOCKING AS REQUIRED - 6" X 8' X FULL LENGTH BATT INSULATION CEILING LINE i� ` �/ Nov -� " .' . STL. STUD BRACE 6' -0" MAX SECURED TO STRUCURE ABOVE FILL ALL VOIDS BATT INSUL. ,I 41 0°' < El 3/4" PLYWD. CONSTRUCTION TYPICAL ADJ. SHELF W/ RECESSED STANDARDS 5/8" TYPE "X" :: , ..141 I :` CONT. 25 GA. METAL STUD RUNNER TOP AND BOTTOM ) GYPSUM BOARD 2 -1/2 25 GA. MTL. NON —COM BLOCKING AS REQUIRED STUD AT 24" O.C. )� ,_ Aid 4" VINYL BASE a I \SULATED SOU \D PARTITIO\ SCALE: 1" = 1' -0" 2 MATCH EXISTING VIF ACCURIDE GLIDES, WHERE OCCURS —� EXISTING MULLION t - - REVIEWED FOR L J { 3/4" PLYWD. CONSTRUCTION ADJUSTABLE SHELF W/ CODE COMPLIANCE APPROVED JAN 16 2013 City of Tukwila BUILDING DIVISION } ' BELOW LINE OF SILL DOUBLE SIDED FOAM TAPE DOUBLE STUDS PARTITION RECESSED METAL STANDARDS RUBBER BASE 24" WALL TO NULLIO\ DETAIL . < AS SCHEDULED, SEE PLAN FOR TYPE 11:::) 1.17w 2:0 8 2. SCALE: 3" = 1' —O" 3 TYPICAL VIL LWORK SECTIO\ SCALE: 1" = 1' -0" 7 ±1' -6" EXISTING CASEWORK TO REMAIN NEW CABINET VIF 7 EQ RECEIVED 1/2 EQ. EQ A6.1 SIM. CITY OF TUKWILA DEC 0 7 2012 NEW P —LAM COUNTER & BACKSPLASH P —LAM FILLER PANEL \ PERMIT CENTER / / \ \ X / / \ \ / / /\ \• /\ \ \ / \ = \ = / / / =z / H E w / / ' / / tkP \ n / \ i\ / 0.,i / 18 DEEP MICROWAVE SHELF 0 — = z_ I- < X 2 —0 —lc. lo PL t — PL -2 — PL 1 — PL 2 FINISHED END PANEL -NEW KNOB HARDWARE TO MATCH EXISTING, TYP. / ^ 1 L, Q / / \ \ \ /\ / / \ \ / \ ' /EXISTIN / SINK CABINET > N N / ' ISTI DIS '' HERC 0 0 / • N P —LAM 0 FILLER v z Q u j w N N 7 PL -2 /\ / / / VIF EQ. EQ. EQ. / 3' -2" CLR. FOR TENANT REF. EXISTING CASEWORK TO REMAIN RE— SURFACE W/ PL -2 vILLWORK ELEVATION — BREAK #526 SCALE: 3/8" = 1' -0" 8 vILLWORK ELEVATIO\ — BREAK #526 SCALE: 3/8" = 1' -0" 4 / • • • • • III ■ III ■ III ■ LEGACY PARTNERS CDS INC. Architecture and Interior Design 1660 Wynkoop Street, Suite 1120 Denver, CO 80202 Tel. (720) 932 -3300 / Fax. (720) 932 -3303 www.legacypartners.com/CDS Approval: TENANTS APPROVAL: Construction Documents THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE LEGACY PARTNERS, CDS INC. NORTHERN CALIFORNIA, AND ARE NOT TO BE REPRODUCED OR DISTRIBUTED IN WHOLE OR IN PART WITHOUT THE WRITTEN AUTHORIZATION BY AN APPROPRIATE MEMBER OF THE CORPORATION. No. Issue or Revisions Date 'SWAY ■VAY X88 Stamp: 9941 REGISTERED , CHITECT .E METTLER STATE OF WASHINGTON Date: (L/ / /`' Drawn by: MM Checked by: SM Drawing Title: HALL TYPES/ DETAILS Scale: AS NOTED Project No: Drawing No: A61