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HomeMy WebLinkAboutPermit D13-252 - MARKET READY SUITE - TENANT IMPROVEMENTMARKET READY SUITE 16040 CHRISTENSEN RD SUITES 208 D13-252 City oflitikwila • 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 Parcel No.: 2523049039 Address: 16040 CHRISTENSEN RD TUKW Suite No: Project Name: MARKET READY SUITE DEVELOPMENT PERMIT Permit Number: D13-252 Issue Date: 08/26/2013 Permit Expires On: 02/22/2014 Owner: Name: BRCP RIVERVIEW PLAZA LLC Address: 248 HOMER AVE , PALO ALTO CA 94301 Contact Person: Name: TARA STROYAN Address: 1326 FIFTH AV, #400 , SEATTLE WA 98101 Contractor: Name: GATEWAY CONSTRUCTION SRVCS INC. Address: 5602 2ND AVE S , SEATTLE WA 98108 Contractor License No: GATEWCS992C3 Lender: Name: SELF FUNDED BY OWNER Address: Phone: 206 587-7120 Phone: (206)621-9111 Expiration Date: 03/04/2014 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENT TO INCLUDE CONSTRUCTION OF NEW PARTITIONS, DOORS, AND FINISHES. (SUITE 208) Value of Construction: $23,728.00 Fees Collected: $930.26 Type of Fire Protection: SPRINKLERS/AFA International Building Code Edition: 2012 Type of Construction: IIB Occupancy per IBC: 0008 Electrical Service Provided by: PUGET SOUND ENERGY **continued on next page** doc: IBC -7/10 D13-252 Printed: 08-26-2013 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 Date: (Ai D43 I hereby certify that I have read and a =d this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied i ether specified herein or not. The granting of this permit does not pre = to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permi Signature: Print Name: Date: f (74j ( This permit shall b e null a • .id ifi�iey✓ork 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: ***BUMD1NG 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 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. 4: New suspended ceiling grid and light fixture installations shall meet the non -building structures seismic design requirements of ASCE 7. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). doc: IBC -7/10 D13-252 Printed: 08-26-2013 7: VALIDITY OF PERMIT: The issuance or granof a permit shall not be construed to be a p for, or an approval of, any violation of any of the provisions of the bui code or of any other ordinances of the Cit ukwila. 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. 8: ***FIRE DEPARTMENT CONDITIONS*** 9: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 10: 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) 11: 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 nun). (IFC 906.7 and IFC 906.9) 12: 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) 13: 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) 14: 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) 15: 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) 16: 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) 17: 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) 18: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 19: 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) 20: 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) 21: Sprinklers shall be installed under fixed obstructions aver 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) 22: 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). 23: 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. 24: 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) doc: IBC -7/10 D13-252 Printed: 08-26-2013 25: Contact The Tukwila Fire Prevention Blip to witness all required inspections and test 'City Ordinances #2327 and #2328) 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. doc: IBC -7/10 D13-252 Printed: 08-26-2013 Aow CITY OF TUKt1' iLA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: dl V �11,, ,l (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION �-� King Co Assessor's Tax No.: ' J2 1 Site Address: i ' "jQ' �S tzzA) Suite Number:2 Floor: 2. Tenant Name: (ik(JIJr k S New Tenant: ❑ Yes No PROPERTY OWNER Name: 'ram S Name: Uvli co Vv.°S City: e_.‘tet.ttfi State: wvZipio\ Address: I (p040 a� Yl RA City, to State: j» Zirae^ri CONTACT PERSON — person receiving all project communication Name: 'ram S Address: t 2 ( `i Q `ot, City: e_.‘tet.ttfi State: wvZipio\ Phone:c aD 2CilWx: zap. &F1 1 in Email:A-7.K XJCX4lcw•1 S V GENERAL CONTRACTOR INFORMATION Company Name: IbU SS ��'',�I, ,� 1e1 1(���/ J\ Architect Name: NA Address: 19 2t[� / _ c31 W ,�, State ,(3pi Zip: V City:Seot /,, Company Name. Address: State: Zip: Address: City: State: City: Zip: Phone: Fax: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: IbU SS ��'',�I, ,� 1e1 1(���/ J\ Architect Name: NA Address: 19 2t[� / _ c31 W ,�, State ,(3pi Zip: V City:Seot /,, Phone: aL�-y ,� � 11 Its:.1 i x, , Email:rond: ( r�Mr do cic ENGINEER OF RECORD Name: lc -trncl h u �( �` Company Name: Address: Engineer Name: State: Zip: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5.000 or greater per RCW l9 27.095) Name: lc -trncl h u �( �` ��e Aym ,JJ Address: City: State: Zip: BUILDING PERMIT INFORMATII -206-431-3670 Valuation of Project (contractor's bid price): S 2-2),-1Z$ Describe the scope of work (please provide detailed information): Existing Building Valuation: $ (K.-}e/ntx- uhAspiwyvv,4 dncA,u.6k, 0,0✓\SdYuoh0A yam, ?cliNtkvicteors 0.1/lfit kivikSL&s. Will there be new rack storage? ❑ Yes logcNo If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there he a change in use? Compact: Handicap: ❑ Yes No If"'yes".explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ .......None ❑ Other (speci l\ ) Will there he storage or use of damnable. combustible or hazardous materials in the building'? ❑ Yes No I1 )'es•', alioch list o/ materialsd s antorage locutions on 0 .vepu nie S -I 2- .A 1 / "l�nlper /nclud11 w ynoniities oncl.1laleriol.So/eh l9cilrr _Slip c is. SEPTIC SYSTEM ❑ On-site Septic System For on-site septic system. pros ide 2 copies o1i current septic design approsed hs King ( norm I leallh I )epartn0e01. Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor59".V"� 2nd Floor Cl- ' _G �� B 3rd Floor ' i -2D Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there he a change in use? Compact: Handicap: ❑ Yes No If"'yes".explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ .......None ❑ Other (speci l\ ) Will there he storage or use of damnable. combustible or hazardous materials in the building'? ❑ Yes No I1 )'es•', alioch list o/ materialsd s antorage locutions on 0 .vepu nie S -I 2- .A 1 / "l�nlper /nclud11 w ynoniities oncl.1laleriol.So/eh l9cilrr _Slip c is. SEPTIC SYSTEM ❑ On-site Septic System For on-site septic system. pros ide 2 copies o1i current septic design approsed hs King ( norm I leallh I )epartn0e01. PERMIT APPLICATION NOTES — i,h Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON. AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 V R OR AU IZED AGENT: Signature: ��" Print Name: 1 Mailing Address: ' V C- ' j*do Date: .11). R Day Telephone: . '5 l •7 Sea Us- 9K10\ City State Zip P4r 4 H14 • 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.Eov Parcel No.: 2523049039 Address: 16040 CHRISTENSEN RD TUKW Suite No: Applicant: MARKET READY SUITE RECEIPT Permit Number: D13-252 Status: APPROVED Applied Date: 07/30/2013 Issue Date: Receipt No.: R13-02469 Payment Amount: $524.85 Initials: JEM Payment Date: 08/26/2013 03:06 PM User ID: 1165 Balance: $0.00 Payee: KATHY LDOUGHERTY, UNICO TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 052795 ACCOUNT ITEM LIST: Description 524.85 Account Code Current Pmts BUILDING - NONRES 000.322.100 519.75 MAPS/PUBLIC/MAILING 000.341.500 .60 STATE BUILDING SURCHARGE 640.237.114 4.50 Total: $524.85 rine Rarainf-r1R Printed: 08-26-2013 • el\ City of Tukwila \y= 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.Eov Parcel No.: 2523049039 Address: 16040 CHRISTENSEN RD TUKW Suite No: Applicant: MARKET READY SUITE RECEIPT Permit Number: D13-252 Status: PENDING Applied Date: 07/30/2013 Issue Date: Receipt No.: R13-02249 Initials: User ID: JEM 1165 Payment Amount: $405.41 Payment Date: 07/30/2013 03:49 PM Balance: $628.20 Payee: BURGESS DESIGN, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 012350 405.41 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 405.41 Total: $405.41 Drin,e • 117_1!1_OMQ INSPECTION RECORD Retain a copy with permit INSPECT! N NO. PERMIT NO. _ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 b13-2.52 Project: nl A Rt4q. i RQ &i)9 Type of Inspection: 1T i'JA it Address: . 1(01-10 e1 -IR N% -k) Date Called: R , Special Instructions: Date Wanted: I1 -5--k a pmJ Requester: Phone 040- ,-15 —5 iso Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: J�F i Ede / r'r Pr Date:,. r�L PECTI ' N FEE REQUIR .. Prior t next inspection fee s , t be t 6300 Southcenter Blv. , Suite 10 . Call to schedule reinspection. I INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206).431-3670 Permit Inspection Request Line (206) 431-2451 bi3-252 Project: o'1 o a K F j R-{ Type of Inspection: 4- I hi r1 1 -- Address: IL()HO CHQ.Ido-NSCn/ `&�� Date Called: Special Instructions: 4 Date Wanted: 10 — 2.5. ' 1 a.m. p.m. Requester: Phone No: roved per applicable codes. Iorrections required prior to approval. COMMENTS:( RA_AAtvoc___ 4Ar % . Id 0 P A, 0 S Date: • ECTION FEE REQUIR ; I . Prior to nkxt inspection. fee must be at 6300 Southcenter Blv. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 1,, (206) 431-3670 Permit Inspection Request Line (206) 431-2451 t Project: Type c f Inspection:. • i. Address: 1(,o Ho c t+ R iS-rFJSP\I Date Called: Special Instructions: 1 Date Wanted/q:31. 10 .3 f .I p.m. Requester: Ph2oLI-'I59- 51a2____ Approved per applicable codes. Corrections required prior to approval. COMMENTS: f71,,!3 !-r% 0 FL£n7RI('4I ect Date: / 3 R NSPECTION FEE '" QUIRED. Pri r to next inspection, fee must be. id at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. r: 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit .p I3 -25'Z 13- S-2 la PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: //�� L % [ !arkl l(/\eoi 5',4 Type of I%}ppert n: &- 5k.l.1'/ Address:/60 y0 Gh tisc.sev, Suite #:2 J. Cc8ntact Person: Special Instructi: Phone No.: giApproved per applicable codes. Corrections required prior to approval. COMMENTS: 5.://e; Hee- ia, f -- ©K, cool 141--e, -Sprinklers: r;, -i ii,,a,l - dd( co/47 %1-e Hood & Duct: Monitor:• Pre -Fire: Permits: Occupancy Type: Needs Shift Inspection: Date: (O�ol/ 3 -Sprinklers: Fire Alarm: Hood & Duct: Monitor:• Pre -Fire: Permits: Occupancy Type: Inspector k f f'I7 4 Lf $100.00 Date: (O�ol/ 3 3--- Hrs.: ,3--- $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: . State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit 1)/3 / 3 5 —,7/0 Z 1 CITY OF TUKWILARE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188] 206-575-4407 INSPECTION NUMBER PERMIT NUMBERS. Project: Sprinklers: Type of Inspection: Address: /6 o 111 Suite#: atci� 0 kr. S a --Q N S-P,v a) *Contact Person: Special Instructions: Occupancy Type: Phone No.: Ill'Approved per applicable codes. Corrections required prior to approval. COMMENTS: S� tr -€ i,/ w c-‘, � r„ ' i '7--4.) G -,f t Al 6K Needs.Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /9_.\ Date: /0/Z / / 3 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /3- 5 - (/u PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: n4y1.0-. - Jtt Sprinklers: Type of Inspection: :' 5 P co v --E.) r Address: e,. /(,0,{0 Suite #: a(? b Jur t5k V5e hi Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. JLorrections required prior to approval. COMMENTS: P. - /Ake L S �` 7 -�- -In,}-e Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,/i S2 Date: 6V/Wj 5 Hrs.: 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: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 August 1, 2013 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Tara Stroyan Burgess Design 1326 Fifth Av, Suite 400 Seattle WA 98101 RE: Incomplete Letter #1 Development Permit Application Number D13-252 Market Ready Suite —16040 Christensen Rd - Suite 208 Dear Ms. Stroyan, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 30, 2013 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433-7163 if you have any questions regarding the attached comments. Please address the comments above 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. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431-3670. Sincerely, rItA Bill Rambo Permit Technician File No. D13-252 W: (Permit Centerllncomplete LettersI20131D13-252 Incomplete Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: August 1, 2013 Project Name: Market Ready Suite Permit #: D13-252 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Plan lighting budget form on plan refers to 2009 WSEC. Provide a lighting budget form in compliance with 2012 Washington State Nonresidential Energy Code. 2012 NREC Compliance Forms for Lighting are available online at: http://www.neec.net/energy-codes , (scroll down to center of page). 2. As of July 1, 2013 City of Tukwila adopted the 2012 International Building codes. Plan code notes details and documents shall show or reference compliance with the current 2012 International Building codes with Washington State Amendments to include 2012 UPC, IMC, 2008 IEC, 2012 WSEC, 2009 ANSI and current local City of Tukwila codes. Revise plans as necessary to show compliance with current codes. Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-252 DATE: 08-07-13 PROJECT NAME: MARKET READY SUITE SITE ADDRESS: 16040 CHRISTENSEN RD - SUITES 208 Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works ❑ ,4-wc 6--HH3 I Fire Prevention Structural Planning Division Permit Coordinator n IP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 08-08-13 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 09-05-13 Approved ❑ Approved with Conditions cla Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 *ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-252 DATE: 07/30/13 PROJECT NAME: MARKET READY SUITE SITE ADDRESS: 16040 CHRISTENSEN RD, STE 208 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division ION/k iitAr3 Public Wor Fire Prevention Structural • VM// 7- 31-H) Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete k DUE DATE: 08/01/13 Not Applicable ❑ Comments: Permit Only (Q, INCOMPLETE LETTER MAILED: O �1��. LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg. Fire 0 Ping ❑ PW 0 Staff Initials: TUES/THURS ROUTING: Please Route n Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/29/13 Approved ❑ Approved with Conditions n Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: • 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 SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: .1 • Plan Check/Permit Number: D13-252 • Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Market Ready Suite Project Address: 16040 Christensen Rd — Suite 208 Contact Person a k 44 LA Ph Summary of Revision: U I / M it one Number: 20(49 aC1.11 Atl' Ill.!. 4i, t,, �9 C5-(7.17 -I-o tia NJw 11)1,2 Co dQ REQ `AUG 02 2013 Sheet Number(s): C--�- 0. 0 61,1 rAl• "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: II—Entered in Permits Plus on PERMIT CENTER \applications\forms-applications on Zine\revision submittal Created: 8-13-2004 Revised: Contractors or Tradespeople Prin.Friendly Page • Page 1 of 2 General/Specialty Contractor A business registered as a construction contractor with LEI 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 GATEWAY CONSTRUCTION SRVCS INC UBI No. 602086011 Phone 2066219111 Status Active Address 5602 2Nd Ave. S. License No. GATEWCS992C3 Suite/Apt. License Type Construction Contractor City Seattle Effective Date 2/26/2001 State WA Expiration Date 3/4/2014 Zip 98108 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status NIELSC'02708 NIELSEN CONSTRUCTION Construction Contractor General Unused 9/28/1998 9/15/2000 Archived Business Owner Information Name Role Effective Date Expiration Date SACCO, RONALD President 02/26/2001 Bond Amount NIELSEN, CRISTIAN Vice President 02/26/2001 105165492 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 TRAVELERS CAS & SURETY CO 105165492 08/19/2008 Until Cancelled $12,000.0008/21/2008 2 RLI INSURANCE CO SRS1008614 02/26/2002 08/19/2008 03/25/2012 $12,000.0003/04/2002 07/28/2011 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 13 Travelers Indemnity Company Th DTC0527003331ND12 08/01/2012 08/01/2014 $1,000,000.0007/24/2013 12 Charter Oak Fire Ins Co DTC052700333C0F11 08/01/2011 08/01/2012 $1,000,000.00 07/28/2011 11 CHARTER OAK FIRE INS CO DTC0527D0333C0F10 08/01/2010 08/01/2011 $1,000,000.00 07/28/2010 10 CHARTER OAK FIRE INS CO DTC0527D0333C0F09 08/01/2009 08/01/2010 $1,000,000.00 07/31/2009 9 CHARTER OAK FIRE INS TC05451M120C0F08 08/01/2008 08/01/2009 $1,000,000.00 08/01/2008 8 CONTINENTAL WESTERN INS CWP2699920 08/01/2008 08/01/2009 $1,000,000.00 07/24/2008 7 LIBERTY NORTHWEST INS CO3162727 08/01/2006 08/01/2008 $1,000,000.00 08/01/2008 Summons/Complaint Information Cause County Complaint 1 Judgment Status httnc•//fnrtrecc wa r nv/1ni/hhin/Print.asnx Payment Paid By1 08/26/2013 GENERAL NOTES ARCH / INTERIOR ABBREVIATIONS BUILDING SUMMARY PROJECT TEAM 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND/OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND/OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND/OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CLACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. ADJ - ADJUSTABLE AFF - ABOVE FINISH FLOOR ALT ALTERNATE ALUM - ALUMINUM APC - ACOUSTICAL PANEL CEILING APPROX - APPROXIMATE ARCH - ARCHITECTURAL ACT - ACOUSTICAL CEILING TILE AV - AUDIO VISUAL BLDG - BUILDING BOT - BOTTOM CAB CABINET CL - CENTER LINE CLG - CEILING CLR - CLEAR COL - COLUMN CONC - CONCRETE CONF - CONFERENCE DEMO DEPT DF DIA DI FF DIM DTL DW DWG EA EL ELEC ELEV EQ EQUIP EXT FA FD FE FEC FFE FIN - FLUOR - FLR _ FO - FOIC - FTC FU RR GA GC GL GWB HC HDW HM HR INCL INFO INSUL LAV LF MATL MAX MDF DEMOLITION DEPARTMENT DRINKING FOUNTAIN DIAMETER DIFFUSER DIMENSION DETAIL DISHWASHER DRAWING EACH ELEVATOR ELECTRICAL ELEVATION EQUAL EQUIPMENT EXTERIOR FIRE ALARM FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FLOOR ELEVATION FINISH FLUORESCENT FLOOR FACE OF FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FURNISHED BY TENANT, INSTALLED BY CONTRACTOR FURRING GAUGE GENERAL CONTRACTOR GLASS GYPSUM WALLBOARD HANDICAPPED HARDWARE HOLLOW METAL (STEEL FRAME) HOUR INCLUDED OR INCLUDING INFORMATION INSULATION LAVATORY LINEAR FOOT MATERIAL MAXIMUM MEDIUM DENSITY FIBERBOARD MECH MEZZ MFR MIN MISC MTD MTL N/A NIC NTS OC OFF OPNG OVHD P PART PERF PERIM PERP PLAM PLYWD QTY (R) RA RCP REC REF REFR REL REV RM RO RTD SCHED - SF - SHT - SIM - SPEC - SPKLR - SPKR SQ STD STL STOR STRL - STRUC - SYMM TBD TEL TEMP THK TO TOS TYP UON UPS VCT VI F W/ WC WD W/0 MECHANICAL MEZZANINE MANUFACTURER MINIMUM MISCELLANEOUS MOUNTED METAL NOT APPLICABLE NOT IN CONTRACT NOT TO SCALE ON CENTER OFFICE OPENING OVERHEAD PAINT PARTITION PERFORATED PERIMETER PERPENDICULAR PLASTIC LAMINATE PLYWOOD QUANTITY RELOCATED RETURN AIR REFLECTED CEILING PLAN RECESSED REFERENCE REFRIGERATOR RELOCATE REVISION OR REVISED ROOM ROUGH OPENING RATED SCHEDULE SQUARE FEET/FOOT SHEET SIMILAR SPECIFICATION SPRINKLER SPEAKER SQUARE STANDARD STEEL STORAGE STRUCTURAL STRUCTURAL SYMMETRICAL TO BE DETERMINED TELEPHONE OR TELECOM TEMPERED THICKNESS TOP OF TOP OF SLAB TYPICAL UNLESS OTHERWISE NOTED UNINTERRUPTED POWER SUPPLY VINYL COMPOSITION TILE VERIFY IN FIELD WITH WATER CLOSET WOOD WITHOUT . PROJECT ADDRESS: MARKET READY SUITE, BUILDING I RIVERVIEW PLAZA, BUILDING I 16040 CHRISTENSEN ROAD, SUITES 208 TUKWILA, WA 98188 2. APPLICABLE CODES & ORDINANCES: 2012 INTERNATIONAL BUILDING CODE 2012 INTERNATIONAL MECHANICAL CODE 2012 INTERNATIONAL FUEL GAS CODE (NATURAL GAS) 2012 INTERNATIONAL FIRE CODE 2012 INTERNATIONAL ENERGY CONSERVATION CODE 2012 WASHINGTON STATE ENERGY CODE (WAC 51-11) 2012 UNIFORM PLUMBING CODE 2012 NATIONAL FUEL GAS CODE (NFPA 54) 2011 LIQUEFIED PETROLEUM GAS CODE (NFPA 58)(PROPANE) 2012 WASHINGTON STATE AMENDMENTS 2009 ICC/ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: IIB FIRE RESISTIVE SYSTEM: SPRINKLERED OCCUPANCY TYPE: 'B' OFFICE 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: SHAFT ENCLOSURES: 1 HOURS EXIT STAIR ENCLOSURES: 1 HOURS CORRIDORS: 1 HOUR 5. EXITS: TOTAL APPROXIMATE SUITE AREA: SUITE 1,408 SQUARE FEET TOTAL APPROXIMATE FLOOR AREA: 17,103 SQUARE FEET OCCUPANT LOAD FACTOR: SEE CODE SUMMARY NUMBER OF TOTAL PROPOSED OCCUPANTS: 31 NUMBER OF EXITS REQUIRED: 1 MINIMUM EGRESS WIDTH REQUIRED: 3'-8" COMMON PATH OF EGRESS TRAVEL: 100' 6. PROJECT DESCRIPTION: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT. WORK INCLUDES DEMOLITION AND NEW CEILING TILE AND LIGHTS. NON-STRUCTURAL ARCHITECT/DESIGNER: BURGESS DESIGN, INC. 1326 5TH : AVENUE, SUITE 500 SEATTLE, WASHINGTON 98101 TEL: 206.587.7120 FAX: 206.587.7122 ATTN: RANDY MORGAN BUILDING MANAGER: UNICO PROPERTIES 16040 CHRISTENSEN RD, STE TUKWILA, WA 98188 TEL: ' 206.373.7137 FAX: 206.373.7135 ATTN: KATHY DOUGHERTY GENERAL CONTRACTOR: TBD PLUMBING ENGINEER: TBD BIDDER DESIGN BUILD BY G.C. MECHANICAL ENGINEER: TBD - BIDDER DESIGN BUILD BY G.C. ELECTRICAL ENGINEER: 100 TBD BIDDER DESIGN BUILD BY G.C. FIRE/LIFE SAFETY ENGINEER: TBD - BIDDER DESIGN BUILD BY G.C. PLUMBING, MECHANICAL, ELECTRICAL, LIFE SAFETY PERMITS UNDER SEPARATE SUBMITTALS. DRAWING INDEX \ DRAWING ISSUED tO 14) o CO rn co N o0 GENERAL X X X G.0.0 COVER SHEET / PROJECT INFORMATION X X G.0.1 PROJECT NOTES X X X ARCHITECTURAL / INTERIORS A.2A.1 DEMOLITION PLAN FINISH FLOOR PLAN REFLECTED CEILING PLAN X X A.9.1 DETAILS CODE SUMMARY TOTAL OCCUPANTS 31 OCCUPANTS CONFERENCE \ 197 S.F. OCC. LOAD: 15 S.F/OCC.= 13 OCC 117 S.F. OCC. LOAD: 1 S.F/OCC.= OCC OPEN OFFICE 972 S.F. OCC. LOAD: 100 S.F/OCC.= 10 OCC LEGAL DESCRIPTION / PARCEL NO. PARCEL NUMBER: 2523049078 LEGAL DESCRIPTION: POR GL 1 OF SEC 25-23-04 DAF - BEG SW COR PARCEL 4 OF CITY OF TUKWILA SHORT PLAT NO 78 -16 -SS RECORDING NO :7906050098 TH N 00-14-00 W 210 FT TAP OF CURVE TH NLY 104.72 FT ALG ARC OF NON TANGENT CURVE TO LFT RAD 40 FT RADIUS PT BEARING N 00-14-00 W THRU C/A 150-00-00 TAP OF REV CURVE TH NLY 41.89 FT ALG ARC OF TANGENT CURVE TO RGT RAD 40 FT THRU C/A 60-00-00 TAP OF TANGENCY TH N 00-14-00 W 121.31 FT TH N 89-46-00 E 115.50 FT TH N 00-14-00 W 8.50 FT TH N 89-46-00 E 98.50 FT TH N 00-14-00 W 8.50 FT TH N 89-46-00 E 24.61 FT TH S 60-14-00 E 17.19 FT TH N 29-46-00 E 49.36 FT TAP OF CURVE TH NLY 52.96 FT ALG ARC OF TANGENT CURVE TO LFT RAD 320 FT THRU C/A 09-28-59 TAP ON SD CURVE TH S 77-75-04 E 30.59 FT TH S 12-34-56 W 28 FT TH S 77-25-04 E 105.59 FT TH S 31-16-45 W 11.09 FT TH S 34-31-52 W 60.54 FT TH S 30-51-21 W 61.78 FT TH S 13-16-05 W 53.94 FT TH S 15-57-27 W 51.82 FT TH S 13-48-40 W 54.33 FT TH S . 00-38-22 E 62.39 FT TH S 00-18-55 W 41.21 FT TH S 07-39-16 E 53.77 FT TH S 18-27-46 E 56.37 FT TH S 27-57-17 E 8.24 FT TH N 89-47-00 W 343.34 FT TO POB AKA REVISED LOT 3 OF CITY OF TUKWILA BDRY LN ADJ NO 81-40 BLA RECORDING NO 8112160540 REVISING CITY OF TUKWILA BDRY LN ADJ NO 81-1 BLA RECORDING NO 8102050389 STREET MAP BAKER BLVD STRANDER BLVD ANDOVER PARK E CHRISTAINSEN DEFINITIONS AND DIMENSIONS KEY PLAN / FLOOR PLATE ":25' SYMBOLS ELEVATION REFERENCE SYMBOL U DETAIL ID D SHEET NO. SECTION REFERENCE SYMBOL DETAIL REFERENCE SYMBOL COLUMN AND/OR GRID LINE SYMBOL DIMENSION LINE: O 41111 20' L ANGLE ® AT CENTERLINE INDICATES FINISHED SURFACES TO ALIGN DRAWING TITLE BAR DETAIL IDENTIFICATION DRAWING TITLE GRAPHICAL SCALE FLOOR ELEVATION SYMBOLS 92'-0" +1'-0" NOMINAL FLOOR T- ELEVATION HEIGHT (ABOVE/BELOW) BUILDING SPACE / ROOM ID OFFICE -al-- SPACE NAME --a- SPACE NUMBER 1127 DOOR SYMBOL DOCUMENT SHEET SYMBOL c1 A �- KEYED SHEET NOTES --�- GLAZING SYMBOL REVISION NUMBER A. DEFINITIONS: 1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. 2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION NOTED. 3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. 5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. B. DIMENSIONS: 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. A. STRUCTURAL DRAWINGS B. LARGE SCALE DETAILS C. SMALL SCALE DETAILS D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANS 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF". 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED. 7. DOCUMENTS ARE DRAWN DIAGRAMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. • MARKET READY SUITE RIVERVIEW PLAZA, BUILDING I 16040 CHRISTENSEN ROAD SUITES 208 TUKWILA, WA 98188 SECOND FLOOR NO CHANGE TO EXITING PERMIT r; :I;ED FOR: Jlochanical lectrical Wittumbing Rseas Piping Cy of Tukwila r'_,.''^ING DIVISION F LE COPY Permit No. IS Pt n rovIew approval Is subject to errors and omissions. of construction documents does not authorize t:, ...l tion of any adopted code or ordinance. Receipt at Lpproved Copy and Is By (.tN 1 .t iv Date: lad 740 City Of lbkwifa BUILDING DIVISION •. $. 4 .0 I. AREA OF WORK REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. LONGEST COMMON PATH OF EGRESS TRAVEL: 54' REVIEWED FOR CODE COMPLIANCE APPROVED AUG 19 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 072013 PERMIT CENTER INCOMPLETE LTR# Tenant: MARKET READY SUITE - BLDG I RIVERVIEW PLAZA, BUILDING I 16040 CHRISTENSEN ROAD, SUITE 208 TUKWILA, WA 98188 A Tenant Improvement for: UNICO PROPERTIES RIVERVIEW PLAZA 16040 CHRISTENSEN ROAD, SUITE 100 TUKWILA, WA 98188 ei r burgess design interiors 0 architecture 1326 Fifth Avenue . Suite 400. Seattle Washington 98101 T: (206) 587.7120 F: (206) 587.7122 All reproduction & intellectual property rights reserved c 2013 Professional seal 802 RAND'.LL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date REVIEW SET 6.28.13 PERMIT SET 7.29.13 A CITY CORRECTION 8.7.13 Drawn by:TS Project Manager: RM Project No: 13-8207-00 COVER SHEET bl32SZ Original drawing is 24" x 36". Scale entities accordingly if reduced G.0.0 PROJECT NOTES 1. THESE PROJECT NOTES ARE GENERIC IN NATURE. CONTRACTORS INSTRUCTIONS FOR CONSTRUCTION ADMINISTRATION MAY VARY BASED ON THE CONTRACT BETWEEN BUILDING MANAGEMENT AND TENANT. VERIFY WITH BUILDING MANAGEMENT ALL CONSTRUCTION REQUIREMENTS AND CONSTRUCTION ADMINISTRATION RESPONSIBILITIES. THE DESIGNER MAY NOT HAVE CONSTRUCTION ADMINISTRATION OBLIGATIONS. 2. PLUMBING, ELECTRICAL, MECHANICAL & LIFE SAFETY SHALL BE PERFORMED UNDER THE DESIGN/BUILD CONTRACT. ALL WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS ARE FOR REFERENCE AND SCHEMATIC DESIGN ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF THE DESIGN. VERIFY REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT. REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS FOR AESTHETIC REASONS ONLY. 3. VERIFY BUILDING STANDARDS WITH BUILDING MANAGEMENT WHEN WORKING IN SUITES WITH NON BUILDING STANDARD ELEMENTS. VERIFY PREFERRED DETAILING OF THESE ELEMENTS WITH BUILDING MANAGEMENT. 4. VERIFY ALL RULES, GENERAL CONDITIONS AND SPECIALIZED BUILDING REQUIREMENTS WITH THE BUILDING MANAGEMENT. 5. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT. DMSION I - GENERAL COMMONS 01010 SUMMARY OF WORK 1. GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE, UON. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT BURGESS DESIGN MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. ALL DESIGN BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR. 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 7. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS. 10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. 11. THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS, AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL LINES AND DIMENSIONS. BEFORE DOING AND WORK, THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE SITE AND NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES. 12. THE CONTRACTORS SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS OTHERWISE NOTED. 13. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY MANUFACTURERS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE SPECIFIED. ALL MATERIAL, EQUIPMENT AND FIXTURES SHALL BE CODE WORTHY WITH ALL PROPER JURISDICTIONAL APPROVALS. DMSION II - SITE WORK 02050 - DEMOLITION 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLAN / SPACE PLAN WITH WORK LETTER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED, ALTERED OR REWORKED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. DMSION VI - ARCHITECTURAL CARPENTRY AND CASEWORK, 06100 - ROUGH CARPENTRY 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 06200 - FINISH CARPENTRY 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 06400 - ARCHITECTURAL WOODWORK AND CASEWORK 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB./CU. FT., AT LEAST 3/4" THICK. 3. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS, OR PER BUILDING STANDARD. 4. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, AND FORMICA, UON. LAMINATE TO BE GENERAL-PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL 5. INTERIOR CABINET SURFACES & SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, UON. 6. SHELF EDGING TO BE P -LAM, UON. 7. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. DMSION VIII - DOORS AND WINDOWS 08210 - WOOD DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND. FRAME, UON. 3. DOORS SHALL BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 5. CONTRACTOR SHALL REVIEW SUITE FOR DOOR STYLE CHANGES AND VERIFY WITH ARCHITECT AND BUILDING MANAGEMENT THE DOOR STYLE TO MATCH IF A VARIATION IS PRESENT. 08710 - FINISH HARDWARE 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY WITH BUILDING MANAGEMENT. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET ACCESSIBILITY REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE AND RATED AT REQUIRED ASSEMBLIES. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES. 8. ALL HARDWARE SHALL MATCH BUILDING STANDARD IN STYLE AND FINISH. 9. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. 10. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE. 11. PROVIDE PROPER SMOKE GASKETS AT RATED ASSEMBLIES. 12. MATCH BUILDING STANDARD SPECIFICATIONS AND FINISHES. 13. THE FOLLOWING UL LISTINGS ARE REQUIRED ON THE FOLLOWING HARDWARE: PANIC HARDWARE - UL #305 FIRE EXIT HARDWARE - UL #106 & UL #305 ELECTROMAGNETIC LOCK HARDWARE - UL # FWAX-S-A-6635 THE CRASH BAR MUST BE AT LEAST 1/2 OF THE DOOR WIDTH AND OPEN FORCE NO MORE THAN 15 LBS. VERIFY WITH BUILDING STANDARD & MANAGEMENT AND INFORM ARCHITECT IF BUILDING STANDARD DOESN'T COMPLY. 08810 - GLASS 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON. 2. CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE FOR DIMENSIONS AND SPANS. 3. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR ,SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 4. RATED GLASS (CERAMIC) RELITE SHALL BE PREMIUM POLISHED FINISH. DMSION IX - FINISHES 09250 GYPSUM DRYWALL AND METAL STUDS 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. "WALL SURFACES", MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES TO THE PARTITION HEADS AND CEILING GRID. 6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPLICABLE. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M/R" TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI -EXPOSED. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE STRUCTURAL DIAGONAL BRACING AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS. 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES, ETC. ON BOTH SIDES OF CROSSING/PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES AND MATERIALS. 14. FIRE AND SMOKE SEPARATION ASSEMBLIES SHALL BE MARKED AS REQUIRED IN IBC SECTION 703.6. 09500 - CEILING SUSPENSION SYSTEMS. 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. VERIFY WITH BUILDING MANAGEMENT IF EXISTING CONDITIONS ARE SEISMICALLY BRACED OR PROVIDE PER CODE. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE AND DATA CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEILING TILE, UON. 6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 7. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12'-0". ANCHOR AS REQUIRED. 9. IN AREAS OF ALTERATIONS CONTRACTOR SHALL MATCH CONDITIONS AND MAKE EVERY EFFORT TO ALIGN, LEVEL AND MATCH NEW CEILING TO OLD. CONTRACTOR SHALL REVIEW ALL CEILINGS UPON COMMENCEMENT OF THE PROJECT AND INFORM THE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN THE CEILING WITHIN 10 DAYS. 10. ADJUST PARTITION HEAD DETAIL TO MATCH EXISTING CEILING CONDITIONS IF NECESSARY. 09530 - ACOUSTICAL TREATMENT 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID, UON. 09650 - RESILIENT FLOORING 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 2. PROVIDE RUBBER -REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITIOUS UNDERLAY PER MFR'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 5. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION, UON. 6. UNLESS SPECIFIED ALL RUBBER BASE SHALL BE COVED BASE. 09680 - CARPET 1. PROVIDE AND INSTALL COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 3. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 09900 - PAINTING AND STAIN 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL, UON. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES A) PAINTED WOODWORK TO BE FINISHED WITH ONE (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH A COMMERCIAL GRADE CLEAR SATIN VARNISH. AS INDICATED IN DRAWINGS. (1) COAT PRIMER AND TWO SCHEDULE AND SEALED WITH 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 5: UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 6. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM, UON. 8. ALL PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (ESPECIALLY IN REGARD TO THE PRIMING OF EXISTING SURFACES). 9. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 10. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 11. SAND ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH FINISH. 12. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. DMSION XII - FURNISHINGS 12500 - WINDOW TREATMENT 1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED AND CLEANED TO LIKE -NEW CONDITION. 2. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. MATCH EXISTING CONDITIONS UON. 3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1" MINI -BLINDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. 12900 - SIGNAGE 1. PROVIDE AND INSTALL ALL CODE REQUIRED SIGNAGE. DMSION XV - MECHANICAL. 15400 - PLUMBING 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, OR PER BUILDING STANDARD, UON. 4. PROVIDE HOT AND COLD WATER TO SINKS/DISHWASHERS IF APPLICABLE. 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE UNE. VERIFY LOCATIONS WITH BUILDING MANAGEMENT AND INSPECTORS. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR SHALL PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 8. VERIFY WATER SUPPLY & SEWER DRAIN CAPACITY FOR ENTIRE BUILDING WILL MEET NEW CAPACITY WHEN NEW RESTROOMS ARE ADDED TO BUILDING. 15500 - FIRE PROTECTION 1. ALTER OR INSTALL FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE 'SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE .LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A-1 OBC 5 -LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE, UON. 5. ARE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. VERIFY LOCATION WITH FIRE MARSHALL. WHEN REQUIRED BY CODE, PROVIDE 1 WALL MOUNT TYPE IN EACH SERVER ROOM OR LABORATORY. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE HORNS AND STROBES. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. 9. USE OF NFPA 13 QUICK RESPONSE HEADS MAY BE REQUIRED. CONTRACTOR SHALL VERIFY EXTENT OF QUICK RESPONSE HEADS BY CITY FOR THIS PROJECT. 15800 - HEATING VENTILATING AND AIR CONDITIONING 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 3. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 4. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS. 5. RE -ZONE, ALTER OR SEPARATE HVAC AS NECESSARY AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 16000 - ELECTRICAL AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVER PLATES TO MATCH NEW FINISH IF APPLICABLE. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUD RINGS TO BE LOCATED AT 18" AFF TO THE CENTER LINE, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED UON. 6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND FAULT INTERRUPTED CIRCUIT. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVER PLATES SHALL BE BUILDING STANDARD FINISH, UON. VERIFY WITH BUILDING MANAGEMENT. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF INSTALLATION OF TENANT'S NEW FURNITURE. THE TELEPHONE SWITCH, COPIERS, ELECTRICIANS DURING THE 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. 11. THE CONTRACTOR IS TO COORDINATE WITH THE TENANTS SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J -BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. FLOOR SHALL BE LEFT FLUSH. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVER PLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK-TO-BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED FOR ACOUSTICAL CONTROL. 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN/BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN/BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER/DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, SYSTEM FURNITURE, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE GRILLS AND THERMOSTATS 24. RECIRCUIT, ALTER OR SEPARATE ELECTRICAL AND VOICE SYSTEM AS NECESSARY BUILDING MANAGEMENT FOR ALTERED SUITES. 16500 - LIGHTING POWER/DATA DEVICES BUILDING OWNER FOR AND AS DIRECTED BY 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBILITY. CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 3. WHEN WORKING IN PUBLIC CORRIDOR VERIFY SWITCHING REQUIREMENTS WITH BUILDING MANAGEMENT. 4. VERIFY WITH BUILDING MANAGEMENT SEPARATION OF SUITE SWITCHING WHEN DEMISING CONFIGURATIONS CHANGE. 5. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS 'ARE TO' BE. LOCATED IN THE CENTER OF CEILING TILE OR CENTER OF 2X2 PORTION OF 2X4 SECOND LOOK TEGULAR TILE. UON. 6. REUSE ALL EXISTING BUILDING STANDARD FLUORESCENT FIXTURES AS . NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS. 7. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 8. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING -HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 9. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 10. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 11. CONTRACTOR SHALL RE -CIRCUIT AND RE -SWITCH ALL ASPECTS OF TENANT SUITE AND ADJOINING SUITES AS NECESSARY TO FULLY SEPARATE TENANT SUITE FROM OTHERS, AND PROVIDE NEW CORRIDOR, HALLWAY AND OPEN OFFICE SWITCHES AS NEEDED. 12. VERIFY SWITCHING WITH TENANT AND BUILDING MANAGEMENT. VERIFY APPROVED ENERGY CODE REQUIREMENTS OR ENERGY MANAGEMENT SYSTEM AS PART OF THE DESIGN BUILD CONTRACT. 13. PROVIDE, ALTER OR VERIFY ALL EMERGENCY EXIT LIGHTING AND ACCESS PATHWAY LIGHTING AS DIRECTED BY EXISTING CONDITIONS AND CODE REQUIREMENTS. 14. EXIT SIGNS SHALL HAVE UL #924. Tenant: MARKET READY SUITE - BLDG I RIVERVIEW PLAZA, BUILDING I 16040 CHRISTENSEN ROAD, SUITE 208 TUKWILA, WA 98188 A Tenant Improvement for: UNICO PROPERTIES RIVERVIEW PLAZA 16040 CHRISTENSEN ROAD, SUITE 100 TUKWILA, WA 98188 burgess design I interiors Q architecture 1326 Fifth Avenue. Suite 400. Seattle Washington 08101 T: (206) 587.7120 F: (206) 587.7122 All reproduction & intellectual property rights reserved c 2013 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 192013 City of Tukwila BUILDING DIVISION Professional seal .41 STERED TECT RANDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date REVIEW SET 6.28.13 PERMIT SET 7.29.13 CITY OF TUKWILA 3 0 2013 PERMIT CENTER Drawn by: TS Project Manager: Project No: 13-8207-00 RM PROJECT NOTES D13 -..2.s2 Original drawing is 24" x 36". Scale entities accordingly if reduced G.0.1 AV DEMOLITION PLAN �HJ 0 a. 16' 24' 1/8" = 1'- 0" FINISH FLOOR PLAN 8' 16' 24' L. B REA '/W RK CON N FERE 202 NC N N N N N 0 PEN FILE N N 1 REFLECTED CEILING PLAN 0 8' 16' 24' 1/8" = 1'- 0" SYMBOL LEGEND FINISH SPECIFICATIONS RCP LEGEND C = _ =1 EXISTING CONSTRUCTION TO BE REMOVED EXISTING CONSTRUCTION TO REMAIN FULL HEIGHT SIDELITE PARTIAL HEIGHT SIDELITE FRAMELESS SIDELITE SYMBOL MANUFACTURER DESCRIPTION SYMBOL DESCRIPTION/SPEC BASE N N = NEW NEW B/S 2' X 4' UTHONIA AVANTE DIRECT/INDIRECT 2 -LAMP FLUORESCENT FIXTURE. N = NEW NEW B/S EXIT SIGN. COORDINATE FINAL LOCATION WITH CODE OFFICIAL. B-1 ROPPE 4"h COVED RUBBER BASE. COLOR: BLACK BROWN GENERAL RCP SHEET NOTES CARPET CPT -1 SHAW FIELD CARPET: TERRA 5A037 COLOR: BURL 37150 INSTALLED: DIRECT GLUE GENERAL DEMOLITION NOTES PAINT 1. REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF DEMOLITIO 2. SAVE AND STORE ALL LIGHT FIXTURES, EXIT SIGNS, DOORS & HARDWARE FOR 3. SAVE ALL EXISTING PLUMBING FIXTURES FOR RE -USE, UON. 4. REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS, PARTITIONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL SOURCE, UON. 5. REMOVE ALL FLOOR AND WALL FINISHES EXCEPT FOR EXISTING ROOMS NOTED INDICATED IN THE KEY NOTES, UNO. N. RE -USE, UON. ETC FROM ALL DEMOLISHED THE WAY BACK TO THE ORIGINATING AS NOT IN CONTRACT OR OTHERWISE P-1 SHERWIN WILLIAMS GWB EGGSHELL FINISH COLOR: ANTIQUE WHITE SW -6119 P-2 BENJAMIN MOORE GWB EGGSHELL FINISH COLOR: PUTNAM IVORY HC -39 GENERAL FINISH NOTES 1. PROVIDE B-1 THROUGHOUT, UON. 2. PROVIDE P-1 THROUGHOUT, UON. 3. PROVIDE CPT -1 THROUGHOUT, UON. 4. CENTER TRANSITION BETWEEN MATERIALS UNDER DOOR PER DETAILS. 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES REFER TO DESIGN BUILD ELECTRICAL DRAWINGS AND DESIGN BUILD LIFE SAFETY FOR COMPLETE REFLECTED CEILING PLAN DESIGN. 3. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCHES IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SINGLE COVERPLATE. 5. CLEAN, REPAIR OR REPLACE AS REQUIRED ALL EXISTING SUSPENDED CEILING GRID AND TILES EXISTING TO. REMAIN. 6. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY/RETURN GRILLS PRIOR TO COMPLETION OF PROJECT. 7. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE RELOCATED. 8. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES DESIGNATED AS NEW. 9. PROVIDE EGRESS ILLUMINATION PER IBC 1006. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THIS SYSTEM UNDER THE DESIGN BUILD CONTRACT. VERIFY WITH BUILDING MANAGEMENT'S EXISTING SYSTEM AND PROVIDE FULL COMPLIANCE TO NEW TENANT SPACE. 10. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT CANDLE (11 LUX) AT THE WALKING SURFACE. GENERAL CONSTRUCTION NOTES KEYED SHEET NOTES LIGHTING SUMMARY SUITE 304 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDFIONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTI11ON, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. PARTI11ONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, UON. SEE TYPICAL WALL DETAIL SHEET FOR MORE INFORMATION. 7. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. DEMO DOOR, FRAME, AND HARDWARE - TO BE STORED OR RELOCATED AND REINSTALLED WHERE APPLICABLE. VERIFY WITH BUILDING MANAGEMENT. EXISTING UPPER CASEWORK TO REMAIN. EXISTING CEILING GRID TO REMAIN. PROVIDE NEW B/S CEILING TILE THROUGHOUT SUITE. 2012 Energy Code Compliance Form 1 vvvvv LIGHTING SUMMARY LTG -SUM 2012 Project Info Project Address: MARKET READY SUITE 208 Date 7/29/13 16040 CHRISTENSEN ROAD For Building Department Use TUKWILA, WA 98188 Applicant Name: BURGESS DESIGN INC. Applicant Address: 1326 5TH AVE, SUITE 400 SEATTLE WA 98101 Applicant Phone: 206.587.7120 Project Description 0 New Building 0 Addition ® Alteration Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Atwysis (see Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) 0 No changes are being made to the lighting 0 Less than 60X of the fixtures are new and installedti9 hti ng wattage is not being increased MAXIMUM ALLOWED LIGHTING WATTAGE (INTERIOR) Location (floor/room no.) Occupancy Description Mowed Watts per S.F.** Area in S.F. Allowed X Area SECOND FLOOR B OFFICE .91 1,408 1,281 ** From Table 15-1 (aver) - document all exceptions taken from footnotes Total Mowed Watts 1,281 PROPOSED LIGHTING WATTAGE (INTERIOR) (May not exceed Total Mowed Watts for Interior) Location (foor/room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed SECOND FLOOR 2X4 FLUORESCENT LIGHT FIXTURE 17 56 952 Total Proposed Watts may not exceed Total Mowed Watts for Interior Total Proposed Watts 952 � 13-‘,/5Z REVIEWED FOR CODE COMPLIANCE APPROVED AUG 192013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TI)KWILA AUG 0 7 2013 PERMIT CENTER Tenant: MARKET READY SUITE - BLDG I RIVERVIEW PLAZA, BUILDING I 16040 CHRISTENSEN ROAD, SUITE 208 TUKWILA, WA 98188 A Tenant Improvement for: UNICO PROPERTIES RIVERVIEW PLAZA 16040 CHRISTENSEN ROAD, SUITE 100 TUKWILA, WA 98188 • W burgess design interiors 0 architecture 1326 Fifth Avenue . Suite 400. Seattle Washington 98101 T: (206) 587.7120 F: (206) 587.7122 All reproduction & intellectual property rights reserved c 2013 Professional seal 8021 RANDALL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date REVIEW SET 6.28.13 PERMIT SET 7.29.13 / l \ CITY CORRECTION 8.7.13 Drawn by: TS Project Manager: RM Project No: 13-8207-00 DEMOLITION PLAN FINISH FLOOR PLAN REFLECTED CEILING PLAN Original drawing is 24" x 36". Scale entities accordingly if reduced A.2A.1 CO /6" DEVICES SHOWN STACKED IN PLAN ARE TO ALIGN VERT. AS SHOWN BELOW AT LOCATION AS DIMENSIONED ON PLAN; OR NEXT TO DOOR / OPENING AS DIMENSIONED BELOW ARE ALARM STROBE FRAME WHERE OCCURS ROOM SIGNAGE, ETC. THERMOSTAT, IF CONTROLLER LIGHT & PROJECTION SCREEN SWITCHES, WALL MOUNTED OCCUPANCY SENSOR CARD READER WHERE OCCURS HARDWARE LATCH TELEPHONE OUTLET FINISHED FLOOR ELECTRICAL OUTLET 1. LOCATE SWITCHPLATES, ELECTRICAL AND TELEPHONE WALL OUTLETS AT NEAREST STUD FROM SCALED LOCATION ON PLAN, UNLESS SPECIFICALLY DIMENSIONED ON PLAN, ELEVATION, OR LOCATION AS PER DIAGRAM ABOVE. 2. CENTER ARE ALARM STROBES DIRECTLY ABOVE ARE EXTINGUISHER CABINETS WHERE BOTH OCCUR. 3. DETAIL IS SCHEMATIC IN NATURE AND ADA COMPLIANCE MAY BE ACHIEVED WITHIN A RANGE. VERIFY WITH ARCHITECT IF QUESTIONS. 4. IN AREAS WHERE ACCESS FLOOR HAS BEEN REMOVED; VERIFY WITH BUILDING MANAGEMENT AND TENANT WHETHER DEVICES SHOULD BE ALTERED TO STANDARD HEIGHTS. LIGHT SWITCHES MUST BE LOWERED TO ADA COMPLIANT HEIGHTS. GENERAL DEVICE ALIGNMENT NTS 12 GA. BRACING WIRE A SEISMIC COMPRESSION STRUT 12 GA. VERTICAL HANGER WIRE AT 41-0" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE A CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC SEC -1613 MINIMUM STANDARD: SECTION ASCE 7-08 13.5.6. SEE NOTES ON L/A.9.1. iF USE OF 2" SEISMIC BERC CUP AT MOULDING APPROVED BY CITY. E3E9 ACT SEISMIC BRACING DIAGRAM PUTS VERIFY ALL REQUIREMENTS WITH BUILDING MANAGEMENT GENERAL REQUIREMENTS REFERENCED SOURCES PER HIERARCHY: IBC (INTERNATIONAL BUILDING CODE), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, ASTM C 636), AMERICAN SOCIETY OF CML ENGINEERS (ASCE 7-08) AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA). PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTMONS GREATER THAN 6 FEET HEIGHT SHALL BE LATERALLY BRACED TO STRUCTURE. BRACING SHALL BE INDEPENDENT OF CEILING SPLAY BRACING SYSTEM. PER IBC 1613 ALL MAIN BEAMS TO BE HEAVY DUTY, PER ASCE 7-08 ITEM 13.5.6. ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO 1/360 OF ITS SPAN. PER CISCA ZONES 3-4 THESE REQUIREMENTS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANEL OR TILE, LIGHT FIXTURES AND AIR TERMINALS WEIGHING NO MORE THAN 4 POUNDS PER S.F., PER ASCE 7-08 ITEM 13.5.6. ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4' O.C., PER ASTM C 636 ITEM 2.3.4. CHANGES IN CEIUNG PLANES WILL REQUIRE POSITIVE BRACING. PER ASCE 7-08 SECTION 13.5.6. LATERAL FORCE BRACING LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY WIRES. LATERAL FORCE BRACINGS IS REQUIRED FOR CEILINGS OVER 1,000 S.F. AND NOT REQUIRED FOR CEILINGS UNDER 1,000 S.F. IF THEY ARE SURROUNDED BY FOUR WALLS AND BRACED TO STRUCTURE. PER ASCE 7-08 SECTION 13.5.6. LATERAL FORCE BRACING SHALL BE 12' O.C. MAX. AND BEGIN WITHIN 6' FROM WALLS. PER CISCA SEISMIC ZONES 3-4. SPLAY WIRES SHALL BE 12 GAGE ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER AND AT AN ANGLE NOT TO EXCEED 45' FROM THE PLANE OF THE CEILING. PER CISCA SEISMIC ZONES 3-4. SPLAY WIRES ARE TO BE WITHIN 2" OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. PER CISCA 3-4. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. PER ASCE 7-08 SECTION 13.5.6. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. PER CISCA 3-4. WALL MOLDINGS WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2" WIDE. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4" CLEARANCE FORM THE WALL AND BE FREE TO SLIDE. PER ASCE 7-08 SECTION 13.5.6 ITEM b. MOLDING DIMENSIONS MUST BE CONSISTENT AND ALTERNATIVE CONNECTIONS ARE PERMISSIBLE WITH BUILDING MANAGEMENT AND CITY APPROVAL. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). PER CISCA SEISMIC ZONES 3-4. THERE SHALL BE A MIN. 3/4" CLEARANCE FROM THE END OF THE GRID SYSTEM AT UN—ATTACHED WALLS. PER ASCE 7-08 SECTION 13.5.6. SPREADER BARS SPREADER (SPACER) BARS OR OTHER MEANS APPROVED BY LOCAL BUILDING DEPARTMENT SHALL BE USED TO PREVENT THE ENDS OF THE MAIN BEAMS AT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN LIEU OF SPREADER BARS. PER CISCA SEISMIC ZONES 3-4. WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. SPREADER BARS ARE NOT REQUIRED IF A 90' INTERSECTING CROSS MAIN IS WITHIN 8" OF PERIMETER WALL HANGER (SUSPENSION) WIRES HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. COUNTER SLOPING WIRES TO BE A PAIR OF WIRES SLOPING AWAY FROM GRID MEMBER IN OPPOSITE DIRECTIONS AT A MIN. 45' ANGLE FROM PLANE OF CEILING. PER ASTM C 636 SECTION 2.1.4 HANGER WIRES SHALL BE 12 GAGE AND SPACED 4" O.C. OR 10 GAGE SPACE 5' O.C. PER ASTM C 636. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. PER CISCA ZONES 3-4. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER. PER CISCA ZONES 3-4 POWDER DRIVEN FASTENERS MUST BE APPROVED FOR THE APPROPRIATE LOADING. PER ASCE 7-08 SECTION 13.5.6. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8" OF EACH WALL WITH A PERIMETER WIRE. PER CISCA ZONES 3-4. ELECTRICAL FIXTURES LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FORM THE FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. PER CISCA SEISMIC ZONES 3-4. LIGHT FIXTURES WEIGHING MORE 11 -IAN 10 POUNDS AND LESS THAN 56 POUNDS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER CISCA SEISMIC ZONES 3-4. LIGHT FIXTURES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. PER CISCA SEISMIC ZONES 3-4. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING 9 GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. PER CISCA SEISMIC ZONES 3-4. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. MECHANICAL SERVICES TERMINALS OR SERVICES WEIGHING 20 POUNDS BUT NOT MORE THAN 56 POUNDS MUST HAVE TWO 12 GAGE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER CISCA SEISMIC ZONES 3-4. TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS MUST BE INDEPENDENTLY SUPPORTED DIRECTLY FORM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. PER CISCA SEISMIC ZONES 3-4. SEISMIC SEPARATION JOINTS FOR CEILING AREAS EXCEEDING 2500 S.F., A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORM OF THE CEILING BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. PER ASCE 7-08 ITEM 13.5.6. SPECIAL INSPECTIONS SPECIAL INSPECTIONS SHALL BE SUBJECT TO SPECIAL INSPECTION REQUIREMENTS. SPRINKLERS FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1 INCH FREE MOVEMENT SHALL BE PERMUTED AS AN ALTERNATE. PER ASCE 7-08 13.5.6. Tenant: MARKET READY SUITE - BLDG I RIVERVIEW PLAZA, BUILDING I 16040 CHRISTENSEN ROAD, SUITE 208 TUKWILA, WA 98188 A Tenant Improvement for: UNICO PROPERTIES RIVERVIEW PLAZA 16040 CHRISTENSEN ROAD, SUITE 100 TUKWILA, WA 98188 e, burgess design interiors 0 architecture 1326 Fifth Avenue . Suite 400. Seat le Washington 98101 T: (206) 587.7120 F: (206) 587.7122 All reproduction & intellectual property rights reserved c 2013 Professional seal 8021 RAND'{LL ALAN MORGAN STATE OF WASHINGTON No. Issue Description Date REVIEW SET 6.28.13 PERMIT SET 7.29.13 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 192013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 302013 PERMIT CENTER Drawn by: TS Project No: 13-8207-00 Project Manager: RM DETAILS Original drawing is 24" x 36". Scale entities accordingly if reduced A.9.1