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Permit D13-016 - ELCON ASSOCIATES - TENANT IMPROVEMENT
ELCON ASSOCIATES 16300 CHRISTENSEN RD SUITE 330 D13-016 J��IIA Wq City oikukwila o i ? 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.: 2523049078 Address: 16300 CHRISTENSEN RD TUKW Suite No: Project Name: ELCON ASSOCIATES DEVELOPMENT PERMIT Permit Number: D13-016 Issue Date: 02/01/2013 Permit Expires On: 07/31/2013 Owner: Name: BRCP RIVERVIEW PLAZA LLC Address: 248 HOMER AVE , PALO ALTO CA 94301 Contact Person: Name: TARA STROYAN Address: 1326 FIFTH AV, SUITE 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 - UNICO PROPERTIES Address: Phone: 206-587-7120 Phone: (206)621-9111 Expiration Date: 03/04/2014 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENT TO INCLUDE CONSTRUICTION OF NEW PARTITIONS AND DOORS. Value of Construction: $14,230.00 Fees Collected: $622.10 Type of Fire Protection: SPRINKLERS - AFA International Building Code Edition: 2009 Type of Construction: II -B Occupancy per IBC: 0008 Electrical Service Provided by: PUGET SOUND ENERGY **continued on next page** doc: IBC -7/10 D13-016 Printed: 02-01-2013 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: N Permit Center Authorized Signature: Date: (*--. 13 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 give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: IiLf-eotS Date: -(t /13 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 D13-016 Printed: 02-01-2013 7: All construction shall be done in conform with the approved plans and the requirem of the International Building Code or International Residential International Mechanical Code, Washingt to Energy Code. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: 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. 11: 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). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 13: 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. 14: ***FIRE DEPARTMENT CONDITIONS*** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: 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) 17: 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) 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: Aisles leading to required exits shall be provided from all portions of the building and the required width of the doc: IBC -7/10 D13-016 Printed: 02-01-2013 aisles shall be unobstructed. (IFC 1013.4) 26: Maintain sprinkler coverage per N.F.P.A. 3. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 27: Sprinlders 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) 28: 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). 29: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 30: 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. 31: 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) 32: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 33: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 34: 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 D13-016 Printed: 02-01-2013 • CITY OF TUKWILA 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: +` I-' 3 Date Application Expires: 1 \ ` .� 3 (For office use only) D13-0140 CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 12'? C ►n4.0. 54n R06_01 Tenant Name: VACZY1 T I�-Joa k -e -S King Co Assessor's Tax No.: 2—SZa4C,p1g Suite Number: Floor: PROPERTY OWNER Name: unw� yr°.u.,,,,ki4,5 Address: blob dl .fx; ecn RA City�ul/, , 0 a State: 1 i\ f Zip:C1 CONTACT PERSON — person receiving all project communication - Company Name:Goje ` 5i(_LIPn , Name: Tara �'1�1,`�„,� U9L1 City: Satitu State:t,»()) Zip:Ging Address: \-7,121,0 i2 o Int 1i 4,0 r Contr Reg No.: Exp Date: Statet , `v` _ Zip .\ 6 0\ City: c�pi 1 1i`�. Phone:: t1 .S.1� ¢�F 1 `Z b Fax: Ztl c i ._1l l Address: Email: ,i— et \ uiv. sb5(.9,...‘1evk,. NQ V GENERAL CONTRACTOR INFORMATION Company Name:Goje ` 5i(_LIPn , Address: G City: Satitu State:t,»()) Zip:Ging Phone:Q. _l. ,G` 1 r Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: tIr y,,,rc.,,,•::. r,•..•. ,, .r,a;,•::: cap Re, iced: August 'til I I I \tiI . S., I I d:1c‘ New Tenant: ❑ Yes X..No ARCHITECT OF RECORD Company Name:'Qy c S as or Architect Name: k(1 v 0\06, w' n\CL, ` ��� Address: \ ✓ j s -m "Vt/C City: cn a,I.{-t n State: 1 t 'r Zip: ct D\ `�V1o. Phone: 206. 5�� - --lreef ff GJ01'1 In Email: V 0i(MA1 Aci S 4OAri. • it.Q, u ENGINEER OF RECORD Name: �� Y_ _ „� ,, J\01 1�J'1��l Company Name: �)�� Address: Engineer Name: Address: State: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: �� Y_ _ „� ,, J\01 1�J'1��l �)�� Address: City: State: Zip: I'agr I of 4 • • BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 14-12.'D Existing Building Valuation: $ Describe the scope of work (please provide detailed information): 6 YVAMO`C b UIrl CAu. -Q- co.,*c\A,oh o� �> ov,,-�-t -h e,0 5 cur. A. S Will there be new rack storage? ❑ Yes 1%. 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 ft): L'/ -1 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: I• Compact: Handicap: Will there be a change in use? ❑ Yes 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 ''yes.. attach list 0_1 -materials. and storage locations 00 a separate 5-1.2- s 11 .. paper including quantities and itlatera(/ Saki. /lulu Sheets. SEPTIC SYSTEM ❑ On -cite tiepti: C\<tim — For on-<itc septic :\;tent. prrnvide 2 copies 0111 current <<,I Iii de ILn appuscd b\ Kine Gwnl\ Health Department. I I 5j 'Iii, i, u> I \pplm.no n, I ),) I2n1 I .\hp: ..dh m;.I'. ,, ,. \I R: ised::Auuusl 21 I I bh 2 of -1 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 151 Floor it $+/�Z� r_y ciK , P ,J2"d Floor 2S2'�`/ 3rd Floor 2.46 .62,'1 g2� 2n� '✓`CJ / q,�/ T V '/ Floors l thru 3 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): L'/ -1 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: I• Compact: Handicap: Will there be a change in use? ❑ Yes 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 ''yes.. attach list 0_1 -materials. and storage locations 00 a separate 5-1.2- s 11 .. paper including quantities and itlatera(/ Saki. /lulu Sheets. SEPTIC SYSTEM ❑ On -cite tiepti: C\<tim — For on-<itc septic :\;tent. prrnvide 2 copies 0111 current <<,I Iii de ILn appuscd b\ Kine Gwnl\ Health Department. I I 5j 'Iii, i, u> I \pplm.no n, I ),) I2n1 I .\hp: ..dh m;.I'. ,, ,. \I R: ised::Auuusl 21 I I bh 2 of -1 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON. AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN R OR AUT' 1 ED AGENT: Signature: Date: 1.1b. Print Name: Mailing Address: Day Telephone: colY' 2 ,Su City I I' A1,1,1icuiuns P,)rni> :\p,11,H/,m, t III I.inr _ul I . August :II I I hh Z 0.s 8.-1120 WPC q(C1,0 State Zip PaL'r4 t,14 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 Parcel No.: 2523049078 Address: 16300 CHRISTENSEN RD TUKW Suite No: Applicant: ELCON ASSOCIATES RECEIPT Permit Number: D13-016 Status: APPROVED Applied Date: 01/11/2013 Issue Date: Receipt No.: R13-00679 Payment Amount: $378.80 Initials: WER Payment Date: 02/01/2013 11:06 AM User ID: 1655 Balance: $0.00 Payee: SHANNON GREEN TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 058872 ACCOUNT ITEM LIST: Description 378.80 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 640.237.114 Total: $378.80 374.30 4.50 Prin+ari• (19_M_9f113 • 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 Parcel No.: 2523049078 Address: 16300 CHRISTENSEN RD TUKW Suite No: Applicant: ELCON ASSOCIATES RECEIPT Permit Number: D13-016 Status: PENDING Applied Date: 01/11/2013 Issue Date: Receipt No.: R13-00250 Initials: WER User ID: 1655 Payment Amount: $243.30 Payment Date: 01/11/2013 01:25 PM Balance: $378.80 Payee: BURGESS DESIGN INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 011933 243.30 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 243.30 Total: $243.30 D....�...J• Al 1.1 7l1 '] INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188r _ (206) 431-3670 Permit Inspection Request Line (206) 431-2451 'f_1t3 -0/ !n Project: LC NI 14ScC..i PC Type of Inspection: t=lN! Ai_ Address: f (.-p36 D Ct-41 rkesiF `Sf'4 ikl Date Called: Special Instructions: Date Wanted:. 1 3 a�.ml p.m. Requester: Phone No: 6 ''Approved per applicable codes. Corrections required prior to approval. COMMENTS: (J �I 111;Nm i Date: Inspector: Lwl n REIN SPE TION FEE REQUIRED. Prior to ngxt inspection. fee must be paid at ' 00 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit, INSPECTION NO. PERMIT NO. D13-0(10 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 f'' (206) 431-3670 Permit Inspection Request Line (206) 431-2451 1/42 Projec • T. 6. ��Ai 4SSUc, Type-ofInspection: A» tj (, Address: ((p303 d-I�.` stA/ Date Called: Special Instructions: ' Date Wanted; S- ( I - `t< s,�Ett.- p.m. Requester: Phone No: ' l+ 2,- ® Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date:—2, ( 3 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit P) - olb PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: l cD it/ • Fire Alarm: Ty e-qf Inspecti .p: t•s ( Al AL -- Monitor: Address: / 6 30 0 Suite #. � Cit.', Si Jj / o Contact Person: 1 Special Instruc''"ions: Phone No.: f pproved per applicable codes. Corrections required prior to approval COMMENTS: — 04 - Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:4i yL,, ,mol-- Date: 3A 03 j 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 tr T.F.D. Form F.P. 113 i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit J-3-ac3 D/3- oi( PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: E, i GO Ai tSOc-�s Type of Inspection: 5 r ( (,/A Address: l4 300 c.,( r , S. S _ Suite #: 33o Contact Person: Special Instructions: Phone No.: /fit' Approved per applicable codes. Corrections required prior to approval. COMMENTS: 5e Needs Shift Inspection: Sprinklers: , , Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: -yL,,, s -c;._._ Date: Zi/f// 3 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 • PLAN REVIEW CHECKLIST - (Nonstructural) Permit App. D/7- €/b By: IBC Edition & State Amend. Date: /—/ 7—/f Project title: r/(dzr AS-X/4A, +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ '2 ' 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. ,j' 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. k- Review for conformity with requirements for fire protection systems of Chapter 9. Ce),„ Review for conformity with requirements for means of egress requirements of Chapter 10 Q— Review for conformity with requirements of accessibility in accordance with Chapter 11, and ICC A117.1 I r 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. C Y • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-016 PROJECT NAME: ELCON ASSOCIATES SITE ADDRESS: 16300 CHRISTENSEN RD, SUITE 330 X Original Plan Submittal Response to Incomplete Letter # DATE: 01-11-13 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: 'v 7 AdiA)& ulding > ion Fire Prevention JAS ,/4 �' `� Public Nz Structural pin 4o1.[ . Planning Division n Permit Coordinator • DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 01-15-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required nNo further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02-12-13 Approved Approved with Conditions Ig Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 Contractors or Tradespeople P ter Friendly Page i 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 her 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 Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 TRAVELERS CASE SURETY CO 105165492 08/19/2008 Until Cancelled $12,000.00 08/21/2008 2 RLI INSURANCE CO SRS1008614 02/26/2002 08/19/2008 03/25/2012 $12,000.00 03/04/2002 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 08/01/2013 $1,000,000.0007/27/2012 12 Charter Oak Fire Ins Co DTC0527D0333C0F1108/01/2011 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 C03162727 08/01/2006 08/01/2008 $1,000,000.00 08/01/2008 6 NORTH PACIFIC INS CO CO2162727 02/26/2006 02/26/2007 $1,000,000.0001/04/2006 Summons/Complaint Information https://fortress.wa.gov/lni/bbin/Print.aspx 02/01/2013 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 ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND/OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND/OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BEA COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. ADJ - ADJUSTABLE MECH - MECHANICAL AFF - ABOVE FINISH FLOOR MEZZ - MEZZANINE ALT - ALTERNATE MFR - MANUFACTURER ALUM - ALUMINUM MIN - MINIMUM APC - ACOUSTICAL PANEL CEILING MISC - MISCELLANEOUS APPROX -APPROXIMATE MTD - MOUNTED ARCH - ARCHITECTURAL MTL - METAL ACT - ACOUSTICAL CEILING TILE9 AV - AUDIO VISUAL N/A - NOT APPLICABLE BLDG - BUILDING NIC - NOT IN CONTRACT BOT - BOTTOM NTS - NOT TO SCALE CAB - CABINET OC - ON CENTER CL - CENTER LINE OFF - OFFICE CLG - CEILING OPNG - OPENING CLR - CLEAR OVHD - OVERHEAD COL - COLUMN P - PAINT CONC - CONCRETE PART - PARTITION CONE - CONFERENCE PERF - PERFORATED DEMO - DEMOLITION PERIM - PERIMETER DEPT - DEPARTMENT PERP - PERPENDICULAR DF - DRINKING FOUNTAIN PLAM - PLASTIC LAMINATE DIA - DIAMETER PLYWD - PLYWOOD DIFF - DIFFUSER QTY - QUANTITY DIM - DIMENSION (R) - RELOCATED DTL - DETAIL - DW - DISHWASHER RA RCP - REFLECTEDRETURN RCEILING PLAN DWG - DRAWING EA - EACH REC - RECESSED EL - ELEVATOR REF - REFERENCE ELEC - ELECTRICAL REFR - REFRIGERATOR ELEV - ELEVATION REL - RELOCATE EQ - EQUAL REV -REVISION OR REVISED EQUIP - EQUIPMENT RM - ROOM EXT - EXTERIOR RO - ROUGH OPENING RTD - RATED FA - FIRE ALARM SCHED - SCHEDULE FD - FLOOR DRAIN FE - FIRE EXTINGUISHER SF - SQUARE FEET/FOOT SHT - SHEET FEC - FIRE EXTINGUISHER CABINET SIM - SIMILAR FFE - FINISH FLOOR ELEVATION FIN - FINISH SPEC - SPECIFICATION FLUOR - FLUORESCENT SPKLR - SPRINKLER FLR SPKR - SPEAKER - FLOOR FO - FACE OF SQ - SQUARE FOIC - FURNISHED BY OWNER, INSTALLED STD - STANDARD BY CONTRACTOR STL - STEEL FTIC - FURNISHED BY TENANT, INSTALLED BY CONTRACTOR STOR - STORAGE STRL - STRUCTURAL FURR - FURRING STRUC - STRUCTURAL GA - GAUGE GC -GENERAL CONTRACTOR SYMM - SYMMETRICAL TBD - TO BE DETERMINED GL - GLASS TEL - TELEPHONE OR TELECOM GWB -GYPSUM WALLBOARD TEMP -TEMPERED HC - HANDICAPPED THK - THICKNESS HDW - HARDWARE TO - TOP OF HM - HOLLOW METAL (STEEL FRAME) TOS -TOP OF SLAB HR - HOUR -Typ - TYPICAL INCL - INCLUDED OR INCLUDING UON - UNLESS OTHERWISE NOTED INFO - INFORMATION UPS - UNINTERRUPTED POWER SUPPLY INSUL - INSULATION VCT - VINYL COMPOSITION TILE LAV - LAVATORY VIF -VERIFY IN FIELD LF - LINEAR FOOT - WITH MATL - MATERIAL W/ MAX - MAXIMUM WC - WATER CLOSET MDF - MEDIUM DENSITY FIBERBOARD WD - WOOD W/O - WITHOUT 1. PROJECT ADDRESS: ELCON ASSOCIATES RIVERVIEW PLAZA, BUILDING 3 16300 CHRISTENSEN ROAD, SUITE 330 TUKWILA, WA 98188 2. APPLICABLE CODES & ORDINANCES: 2009 INTERNATIONAL BUILDING CODE 2009 INTERNATIONAL MECHANICAL CODE 2009 INTERNATIONAL FUEL GAS CODE 2009 INTERNATIONAL FIRE CODE 2009 WASHINGTON STATE ENERGY CODE (WAC 51-11) 2009 UNIFORM PLUMBING CODE 2009 NATIONAL FUEL GAS CODE (NEPA 54) 2008 LIQUEFIED PETROLEUM GAS CODE (NFPA 58) THE WASHINGTON CITIES ELECTRICAL CODE 2009 WASHINGTON STATE AMENDMENTS 2003 ICC/ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: IIB FIRE RESISTIVE SYSTEM: SPRINKLERED - NON QUICK RESPONSE OCCUPANCY TYPE: 'B' OFFICE 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: TENANT: GENERAL CONTRACTOR: ELCON ASSOCIATES TBD 16300 CHRISTENSEN ROAD, SUITE 330 TUKWILA, WA 98188 PLUMBING ENGINEER: TBD - Bidder Design Build by G.C. ARCHITECT/DESIGNER: BURGESS DESIGN, INC. MECHANICAL ENGINEER: 1326 5TH AVENUE,SUITE 500 TBD -- Bidder Design Build byG.C. SEATTLE, WASHINGTON 98101 TEL: 206.587.7120 ELECTRICAL ENGINEER: FAX: 206.587.7122 TBD - Bidder Design Build by G.C. ATTN: RANDY MORGAN FIRE/LIFE SAFETY ENGINEER: BUILDING MANAGER: TBD - Bidder Design Build by G.C. UNICO PROPERTIES 16040 CHRISTENSEN RD, STE 100 TUKWILA, WA 98188 TEL: 206.373.7137 FAX: 206.373.7135 ATTN: SHANNON GREEN PLUMBING, MECHANICAL, ELECTRICAL, LIFE SAFETY PERMITS UNDER SEPARATE SUBMITTALS. SHAFT ENCLOSURES: 2 HOURS EXIT STAIR ENCLOSURES: 2 HOURS CORRIDORS: 1 HOUR CODE SUMMARY 5. EXITS: APPROXIMATE AREA OF CONSTRUCTION: 300 SQUARE FEET TOTAL OCCUPANT LOAD TOTAL APPROXIMATE SUITE AREA: 2,751 SQUARE FEET TOTAL APPROXIMATE FLOOR AREA: 28,827 SQUARE FEET OCCUPANT LOAD FACTOR: SEE CODE SUMMARY NUMBER OF TOTAL PROPOSED OCCUPANTS: 40 NUMBER OF EXITS REQUIRED: 1, 2 PROVIDED MINIMUM EGRESS WIDTH REQUIRED: 3'-8" COMMON PATH OF EGRESS TRAVEL: 75' BREAK OCC. LOAD: 15 S.F/OCC.=7 OCC FILES OCC. S 40 OCCUPANTS LOAD: 100 F/OCC.=1 OCC - - 1SCHEDULE 6. PROJECT DESCRIPTION: fit' OFFICE 17 OFFICE T oFFIcE OFFICE OFFICE OFFICE OFFICE OFFICE NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT. WORK INCLUDES NON-STRUCTURAL DEMOLITION, NEW PARTITIONS, DOORS, AND SIDELIGHTS. x 1 - 107 S.F. OCC. LOAD too s.F/occ.-- 107 S.F. OCC. LOAD: 10o s.F/occ.= I 118 S.F. OCC. LOAD: too S.F/OCC.= 114 S.F. OCC. LOAD 100 114 S.F. OCC. LOAD 10o 114 S.F. OCC. LOAD too F/OCC. 114 S.F. OCC. LOAD 100 OCC.= 114 S.F. OCC. LOAD 100 ,' LEGAL DESCRIPTION / PARCEL N 0 y 1 occ 1 occ *FL _ 1 OCC .F/OCC.= 1 CCt .F/OCC.= 1 CC c 1 CC J = 1 CC OPEN .F/OCC.= 1 •CC OFFICE 350 S.F. OPEN OFFICE ' PARCEL NUMBER: 2523049078 425 S.F.• OCC. LOAD:100 OCC. CONFERENCE S.F LOAD:100 OCC. -4 OCC LEGAL DESCRIPTION: POR GL 1 OF SEC 25-23-04 DAF - BEG SW COR PARCEL 4 OF CITY s.F/occ.=4 OCC 114 S.F. OCC. LOAD: 185 S.F. 200 S.F. \ OF TUKWILA SHORT PLAT NO 78 -16 -SS RECORDING NO 7906050098 TH N 00-14-00 W s- loo OCC. LOAD: 100 S.F/occ.=2 OCC OCC. LOAD:15 s.F/OCC.=13 OCC 210 FT TAP OF CURVE TH NLY 104.72 FT ALG ARC OF NON TANGENT CURVE TO LFT RAD 1 occ 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 00-14-0D W 8.50 FT TH N 89-46-00 E 98.50 FT TH N 00-14-00 W 8.50 FT TH N 89-46-0D 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 THS 77-75-04 E 30.59 FT TH S 12-34-56 W 28 FT TH S EXIT EXIT 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 2. 94 FT TH S 15-57-27 W 51.82 FT THS 13-48-40 W 54.33 FT TH S 00-38-22 E 62.39 FT TH S 00-18-55 W 41.21 F1' 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 STREET M A P 89-47-0D 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 n O- z D RAW I N G INDEX z z DRAWING ISSUED I- c DATE 12/27/12 12/28/12 _ BAKER BLVD 0 4 - M oCY HANDOVER PARK WI bJ EEPAP TE PERMIT REQUIRED FOR: �lachanical �'El®ctrical GENERAL X X X G.0.0 COVER SHEET / PROJECT INFORMATION w X X X G.0.1 PROJECT NOTES o 0 REVISIONS No changes shallall b � d to the scope of -i'ulc�+fila Building Division. of tyTn rk without prior an: 1'�^=�. PaV 3[O zs Will require a new plan submittal Lumbing Gas Piping City of Tukwila BUILDING DIVISION ARCHITECTURAL / INTERIORS STRANDER BLVD a X X X A.2A.1 DEMOLITION PLAN CONSTRUCTION PLAN REFLECTED CEILINGPLAN POWER & DATA PLAN un�1 may include additional {an p revie�� fe. s. X X X A.9.1 DOOR SCHEDULE / SIDELIGHT SCHEDULE / DETAILS DEFINITIONS AND DIMENSIONS KEY PLAN FLOOR PLATE - 1 ":25' A. DEFINITIONS: ELCON ASSOCIATES RIVERVIEW PLAZA, BUILDING 3 16300 CHRISTENSEN ROAD, SUITE 330 TUKWILA, WA 98188 FI THIRD FLOOR Pam* No. NO CHANGE TO EXITING pian rmlo4v approval is r., f. Iw�,aJ �tS{-'`(' 4::,.:,.;,-; t - . � Gc,"l5truoti©n i 2:9it''.L1i't `1{ Eny ! fl' � •� adopted 01 Lifproteo Fico Copy . �y % E COPY at. <, subject to ems and ■Y�� documents (_�+{/�)�/Y� ���//�..,,••1r dOCUmentss does not code or ©rdinarlcv and conditions is acknowledged: _ / (0 omission I4 ��t'�11;'1%. £.0 t:... !3 o. cci i�LW~�E4� � Y y 3 r: k,x.x k fi �.„"A �'�' �%' .►� 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. DIMENSIONS: SYMBOLS ELEVATION REFERENCE SYMBOL v INDICATES FINISHEDv SURFACES TO ALIGN U DETAIL I D DRAWING TITLE BAR //fes, il�.u..i j/ f11B. L �° A.06.XX=. R DETAIL IDENTIFICATION AREA OF WORK - I- City Of BUILDING _ � kUr � ¢ � i € � TUkvviiauh E ,, Y , ,, x, . DIVISI4 xt � _ R `At �r �,i� LONGEST COMMON PATH i ' Y '�?:>=� OF EGRESS TRAVEL 63 - + �' it , k � p T 4 1. a .> � a � � ,. `,,,; k, ..' REVIEWED FOR k ' x � r ,Y - CODE COMPLIANCE 'z APPROVED �, .• JAN 3 2013 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW ANDh 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 OFx 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. SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. SHEET NO. D SECTION REFERENCE SYMBOL TITLE DRAWING TITLE GRAPHICAL SCALE A o3'_F--1..1' DTL I FLOOR ELEVATION SYMBOLS SHT H -0 +1 -0" NOMINAL FLOOR _ I� 4 Y 4 '�* �. AT- II. _T EXIT 1 III �_ OW "� �EXI /- ° City of Tukwila BUILDING DIVISION DETNL92 REFERENCE SYMBOL DTL BUILDING f ELEVATION HEIGHT (ABOVE/BELOW) SPACE ROOM ID L - • .>�' SHT � OFFICE SPACE NAME ��,,y � .. Iv ►=-.I kt Il try i '►,111*11 COLUMN AND/OR GRID LINE SYMBOL 1127 --es- SPACE NUMBER _� - LDOOR DIMENSION DIMENSION LNE: 20' - O" O SYMBOL o PP S " r ✓'r a.{N 4 as' RECEIVED • CITY OF TUKWILA © DOCUMENT SHEET SYMBOL X -m- KEYED SHEET NOTES L ANGLE © AT G1 -NG-- GLAZING SYMBOL Q CENTERLINE -1 JAN 1 2013 1 PERMIT CENTER --01-DIMENSIONS REVISION NUMBER Tenant: ELCON ASSOCIATES RIVERVIEW PLAZA - BUILDING 3 16300 CHRISTENSEN ROAD, SUITE 330 TUKWILA, WA 98188 A Tenant Improvement for: UNICO PROPERTIES RIVERVIEW PLAZA - BUILDING 1 16040 CHRISTENSEN ROAD, SUITE 100 TUKWILA, WA 98188 ® burgess design interiors 0 architecture 1326 Fifth Avenue. Suite 400. Seattle Washington 98101 T:1206) 587.7120 f: (2061 587.7122 All reproduction & intellectual property rights reserved c 2012 Approved by: Date: CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH SELECTIONS, SCOPE OF WORK, AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE, FURNISHINGS, AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND/OR INITIATION OF CONSTRUCTION, AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT. Professional seal 7196 RARCHITECTD KIP a KOLODZtEJ ',KI STATE OF WASHINGTON No. Issue Description Date REVIEW SET 12.27.12 REVIEW SET 12.28.12 PERMIT SET 1.10.13 Drown by: TS Reviewed by: RM Project No: 12-8208-00 COVER SHEET / PROJECT INFORMATION 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 CONDITIONS 01010 SUMMARY OF WORK 1. GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE, LION. 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 O K 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 AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS, LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 6. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM, UON. 8. ALL PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (ESPECIALLY IN REGARD TO THE PRIMING OF EXISTING SURFACES). 9. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 10. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 11. SAND ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH FINISH. 12. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. DMSION XII - FURNISHINGS 12500 - WINDOW TREATMENT 1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED AND CLEANED TO LIKE -NEW CONDITION. 2. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. MATCH EXISTING CONDITIONS UON. 3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1" MINI -BLINDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. 12900 - SIGNAGE 1. PROVIDE AND INSTALL ALL CODE REQUIRED SIGNAGE. DIVISION XV - MECHANICAL 15400 - PLUMBING 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, OR PER BUILDING STANDARD, UON. 4. PROVIDE HOT AND COLD WATER TO SINKS/DISHWASHERS IF APPLICABLE. 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE. VERIFY LOCATIONS WITH BUILDING MANAGEMENT AND INSPECTORS. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO CODES. 7. CONTRACTOR SHALL PROVIDE INSTALLATION DESIGN REVIEW AND APPROVAL PRIOR TO INSTALLATION. 8. VERIFY WATER SUPPLY & SEWER DRAIN CAPACITY NEW RESTROOMS ARE ADDED TO BUILDING. 15500 - FIRE PROTECTION MEET CURRENT GOVERNING LOCAL AND FEDERAL DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR FOR ENTIRE BUILDING WILL MEET NEW CAPACITY WHEN 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 E AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A-10BC 5 -LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE, UON. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. VERIFY LOCATION WITH FIRE MARSHALL. WHEN REQUIRED BY CODE, 'PROVIDE 1 WALL MOUNT TYPE IN EACH SERVER ROOM OR LABORATORY. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE HORNS AND STROBES. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. 9. USE OF NEPA 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 THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANT'S NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. 11. THE CONTRACTOR IS TO COORDINATE WITH THE TENANTS SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J -BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. FLOOR SHALL BE LEFT FLUSH. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND. SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVER PLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK-TO-BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED FOR ACOUSTICAL CONTROL. 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN/BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN/BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF. DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER/DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, SYSTEM. FURNITURE, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER/DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.. INCLUDE GRILLS AND THERMOSTATS. 24. RECIRCUIT, ALTER OR SEPARATE ELECTRICAL AND VOICE SYSTEM AS NECESSARY AND AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 16500 - LIGHTING 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBILITY CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 3, WHEN WORKING IN PUBLIC CORRIDOR VERIFY SWITCHING REQUIREMENTS WITH BUILDING MANAGEMENT. 4. VERIFY WITH BUILDING MANAGEMENT SEPARATION OF SUITE SWITCHING WHEN DEMISING CONFIGURATIONS CHANGE. 5. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE OR CENTER OF 2X2 PORTION OF 2X4 SECOND LOOK TEGULAR TILE. UON. 6. REUSE ALL EXISTING BUILDING STANDARD FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS. 7. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 8. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING -HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 9. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 10. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 11. CONTRACTOR SHALL RE -CIRCUIT AND RE -SWITCH ALL ASPECTS OF TENANT SUITE AND ADJOINING SUITES AS NECESSARY TO FULLY SEPARATE TENANT SUITE FROM OTHERS, AND PROVIDE NEW CORRIDOR, HALLWAY AND OPEN OFFICE SWITCHES AS NEEDED. 12. VERIFY SWITCHING WITH TENANT AND BUILDING MANAGEMENT. VERIFY APPROVED ENERGY CODE REQUIREMENTS OR ENERGY MANAGEMENT SYSTEM AS PART OF THE DESIGN BUILD CONTRACT. 13. PROVIDE, ALTER OR VERIFY ALL EMERGENCY EXIT LIGHTING AND ACCESS PATHWAY LIGHTING AS DIRECTED BY EXISTING CONDITIONS AND CODE REQUIREMENTS. 0 RECEIVED 14. EXIT SIGNS SHALL HAVE UL #924. CITY OF TUKWILA glow JAN 1 1 2013 PERMIT CENTER Tenant: ELCON ASSOCIATES RIVERVIEW PLAZA - BUILDING 3 16300 CHRISTENSEN ROAD, SUITE, 330 TUKWILA, WA 98188 A Tenant Improvement for: UNICO PROPERTIES RIVERVIEW PLAZA - BUILDING 1 16040 CHRISTENSEN ROAD, SUITE 100 TUKWILA, WA 98188 burgess design interiors 0 architecture 1326 Fifth hyena . Sulia 400. Seat .le Washington 98101 T. {20615971120 F.1206.1, 587,7122 All reproduction & intellectual property rights reserved c 2012 REVIEWED FOR CODE COMPLIANCE APPROVED 1 JAN 3 0 2013 City of Tukwila BUILDING DIVISION Professional seal 7186 ern REGISTERED ARCHITECT KIP G. K:OLODZIEJSKI STATE OF WASHINGTON No. Issue Description Date REVIEW SET 12.27.12 REVIEW SET 12.28.12 PERMIT SET Drawn by: TS Reviewed by: RM Project No: 12-8208-00 PROJECT NOTES Original drawing is 24" x 36". Scale entities accordingly if reduced G.0.1 DEMOLITION PLAN Et--) REFLECTED CEILING PLAN 016' 24' 8' 1/8" 1'— 0" NEW OFFICE 312 OPEN OFFICE 314 BREAK ROOM 311 (R)F.E. CONSTRUCTION PLAN 0 312 OPEN OFFICE 314 FILES 310 (E) OFFICE 309 OFFICE 315 OFFICE 308 OFFICE 307 OFFICE 306 WORKROOM 316 16' 24' BREAK ROOM 311: FILES 310 1/8" = 1'— 0" OFFICE 309 OFFICE 315 POWER AND DATA PLAN 16' 24' OFFICE 308 WORK ROOM 316 1,8..1,_ 0„ (E) CONFERENCE 302 OFFICE 305 OFFICE 304 xvivi RECEPTION 301 OPEN OFFICE 303 CONFERENCE OPEN OFFICE SYMBOL LEGEND CEILING LEGEND - LIGHTING LIGHTING SUMMARY WALL MOUNTED DEVICES ,...-:_-_--..$ EXISTING CONSTRUCTION TO BE REMOVED SYMBOL DESCRIPTION/SPEC 2009 Energy Code Compliance Form SYMBOL DESCRIPTION LIGM°ITING SUMMARY LTG -SUM f f EXISTING CONSTRUCTION TO REMAIN " t! 1 m, EXISTING TO REMAIN immislagnsf NEW INSULATED INTERIOR PARTITION CONSTRUCTION, PER DETAIL K/A.9.1 FULL HEIGHT SIDELITE 1---j—L___2—___PARTIAL HEIGHT SIDELITE FRAMELESS SIDELITE EXISTING 2' X 4' FLUORESCENT FIXTURE TO REMAIN. ® EXISTING RECESSED WALL WASHER TO REMAIN. zoos Project Info Project Address: ELCON ASSOCIATES Date 12/28/12 I® 7 I' _ J EXISTING 2 X 4 FLUORESCENT FIXTURE TQ BE REMOVED. O EXISTING RECESSED CAN LIGHT TO REMAIN. # DUPLEX OUTLET ( # DENOTES MOUNTING HT IN INCHES) 16300 CHRISTENSEN ROAD, SUITE 330 For Building Department Use TUKWILLA, WA �qt. QUADRAPLEX OUTLET Applicant Name: BURGESS DESIGN INC. 0 _Li O (R)F.E. RELOCATED FIRE EXTINGUISHER 1 2' NN R N = NEW NEW OR RELOCATED 2 X 4 FLUORESCENT FIXTURE. ® EXISTING EXIT SIGN TO REMAIN. COORDINATE WITH CODE Applicant Address: 1326 5TH AVE, SUITE 400 SEATTLE WA 98101 R =RELOCATED OFFICIAL Applicant Phone: 206.587.7120 EXISTING SUSPENDED FIXTURE C4 EXISTING EXHAUST FAN TO DEDICATED DUPLEX OUTLET Project Description 0 New Building 0 Addition ® Alteration REMAIN. Compliance Option 0 Prescriptive 0 Lighting Power Allowance Chesr (over). Indicate Prescriptive & LPA spaces clearly Qualification(see ck° 0 Systems Analysis an plans.) 0------ VOICE & DATA COMBINATION OUTLET '''S 0 I GENERAL DEMOLITION NOTESCEILING LEGE N D -- CONTROLS T R 0 L S Alterotian Exceptions 0 No changes are being mode to the lighting (check appropriate box) 0 Less than BOX of the fixtures ore new and installed lighting wattage is not being increased KD BLANK COVER PLATE 1. REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF DEMOLITION. 2. SAVE AND STORE ALL LIGHT FIXTURES, EXIT SIGNS, DOORS & HARDWARE FOR RE -USE, UON. 3. SAVE ALL EXISTING PLUMBING FIXTURES FOR RE—USE, UON. 4. REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS, ETC FROM ALL DEMOLISHEDGENERAL PARTITIONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL THE WAY BACK TO THE ORIGINATING SOURCE, UON. SYMBOL DESCRIPTION MAXIMUM ALLOWED LIGHTING WATTAGE (INTERIOR) Location (floor/room na) Occupancy Description Mowed Watts per SF+" Area in S.F. Allowed X Area N NEW SWITCH LOCATION. r I GENERAL ELECTRICAL L NOTE S 3RD FLOOR B OFFICE .91 2751 2503 '� G E N E R A L RCP SHEET N0TE 1. REFER TO PROJECT NOTES FOR CONSTRUCTION 2. ELECTRICAL SUB—CONTRACTOR IS RESPONSIBLE NOTED TO REMAIN. 3. ALL OUTLETS SHOWN ARE APPROXIMATE. DUE REFLECTED ON THE PLANS. 4. FURNITURE SHOWN FOR INTENT ONLY, FINAL TENANTS FURNITURE VENDOR, VERIFY ELECTRICAL 5. UNLESS DIRECTED OTHERWISE, ALL VOICE/DATA INCLUDING WORK FROM BUILDING/FLOOR D -MARK TENANT. REQUIREMENTS. FOR VERIFYING THE WORKING TO HIDDEN CONDITIONS ADDITIONAL LOCATION OF FURNITURE AND OUTLETS AND VOICE/DATA REQUIREMENTS CABLING AND EQUIPMENT ASSOCIATED TO SERVER ROOM SHALL BE FOR CODE COMPLIANCE APPROVED JAN 3 0 2013 Cit of Tukda BUILDING DIVISION CONDITION OF ALL EXISTING OUTLETS P P D MAY EXIST BUT NOT BE / � TO BE COORDINATED WITH WITH TENANT. WITH VOICE/DATA SERVICE FURNISHED AND INSTALLED BY RECEIVED CITY OF TUKWILA JAN 1 1 2013 a PERMIT CENTER .• Allowed From Table 15-1 (over) — document all exceptions taken from footnotes Total Ald Wotts 2503 PROPOSED LIGHTING WATTAGE (INTERIOR) (boy not exceed Total Mowed Watts for Interior) 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. 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. J. ELECTRICAL SUB—CONTRACTOR IS'RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE RELOCATED. 13. 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 SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE WALKING SURFACE Location (boar/room no) Fixture Description P Number of Fixtures Wats/ Fixture Watts Proposed 3RD FLOOR 2X4 FLUORESCENT LIGHT FIXTURE 33 56 1848 p L CO N ST FR U C G E N E R A I I 0 N N O T ES 3RD FLOOR 1X4 FLUORESCENT LIGHT FIXTURE 6 32 192 3RD FLOOR RECESSED DOWN LIGHT 11 26 286 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH.REVIEWED 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING 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. 8. ALL EXISTING FINISHES TO REMAIN. PAINT, CARPET AND BASE AT NEW WALLS TO MATCH EXISTING CONDITIONS. 3RD FLOOR RECESSED WALL WASHER 4 26 104 Total Proposed Watts may not exceed Total Mowed Watts for Interior Total Proposed Watts 2430 \ KEYED SHEET N 0 1''j" E S 1 UPPER CASEWORK TO REMAIN. Tenant: ELCON ASSOCIATES RIVERVIEW PLAZA - BUILDING 3 16300 CHRISTENSEN ROAD, SUITE 330 TUKWILA, WA 98188 A Tenant Improvement for: UNICO PROPERTIES RIVERVIEW PLAZA - BUILDING 1 16040 CHRISTENSEN ROAD, SUITE 100 TUKWILA, WA 98188 burgess design interiors O architecture 1326 Fifth Avenue. Suite 4030. Sea de Washington 981111 T: 01161587.712x1 F; (206) 587.7122 All reproduction & intellectual property rights reserved c 2012 Professional seal 7196 REGISTERED ARCHITECT KIP G. KOLODZiEJSK i STATE OF WASHINGTON No. Issue Description Date REVIEW SET 12.27.12 REVIEW SET 12.28.12 PERMIT SET 1.10.13 Drawn by: TS Reviewed by: RM Project No: 12-8208-00 CONSTRUCTION PLAN Original drawing is 24" x 36". Scale entities accordingly If reduced A.2A. 1 S 6" DEVICES SHOWN STACKED IN PLAN ARE TO ALIGN VERT. AS SHOWN BELOW AT LOCATION AS DIMENSIONED ON PLAN; OR NEXT TO DOOR / OPENING AS DIMENSIONED BELOW FIRE ALARM STROBE FRAME WHERE OCCURS, ROOM SIGNAGE, ETC. THERMOSTAT LIGHT & PROJECTION SCREEN .- SWITCHES, WALL MOUNTED OCCUPANCY SENSOR 6" CARD READER WHERE OCCURS HARDWARE LATCH TELEPHONE OUTLET FINISHED FLOOR ELECTRICAL OUTLET 1. LOCATE SWITCHPLATES, ELECTRICAL AND TELEPHONE WALL OUTLETS AT NEAREST STUD FROM SCALED LOCATION ON PLAN, UNLESS SPECIFICALLY DIMENSIONED ON PLAN, ELEVATION, OR LOCATION AS PER DIAGRAM ABOVE. 2. CENTER FIRE ALARM STROBES DIRECTLY ABOVE FIRE EXTINGUISHER CABINETS WHERE BOTH OCCUR. 3. DETAIL IS SCHEMATIC IN NATURE AND ADA COMPLIANCE MAY BE ACHIEVED WITHIN A RANGE. VERIFY WITH ARCHITECT IF QUESTIONS. 4. IN AREAS WHERE ACCESS FLOOR HAS BEEN REMOVED; VERIFY WITH BUILDING MANAGEMENT AND TENANT WHETHER DEVICES SHOULD BE ALTERED TO STANDARD HEIGHTS. LIGHT SWITCHES MUST BE LOWERED TO ADA COMPLIANT HEIGHTS. 12 GA. BRACING WIRE SEISMIC COMPRESSION STRUT 12 GA. VERTICAL HANGER WIRE AT 4'-0" EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE Q COORDINATE ANCHOR BRACKET LOCATIONS W/ CASEWORK & EQUIPMENT WHERE SCHEDULED, AND MANUF. MOUNTING INSTRUCTIONS GENERAL DEVICE ALIGNMENT NTS 777 3 STUDS MIN. ATYPICAL ANCHOR L) BOTTOM OF FINISHED CEILING ANCHOR BRACKET: 6"X16go UNPUNCHED STUD TRACK, ATTACH TO 3 STUDS MIN FINISHED FLOOR BRACKET FRAMING PROVIDE MIN 25 GA STUDS & ANCHOR BRACKET ANCHORAGES. DOUBLE STUDS 0 END OF PARTITIONS. 3-#8 PAN HEAD SHT. MTL. SCREWS 6"x16 GA UNPUNCHED STUD TRACK WITH FLANGES COPED AT VERTICAL STUDS. ATTACH TO TWO STUDS MIN. & EXTEND 6"MIN BEYOND MOUNTING POINT EACH DIRECTION. NOTES: 1. TYPICAL ANCHOR BRACKET ASSEMBLY FOR HANDRAILS, GRAB BARS & TOILET ACCESSORY ANCHORAGES. 2. COORDINATE ANCHOR BRACKET LOCATION WITH ACCESSORY MANUFACURER MOUNTING INSTRUCTIONS. TYPICAL MTL. STUD ANCHOR BRACKET NTS NTS 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. -D USE OF 2" SEISMIC BERC CLIP AT MOULDING APPROVED BY CITY. -D ACT SEISMIC BRACING DIAGRAM LJ BOTTOM OF STRUCTURE PROVIDE ENCAPSULATED ACOUSTICAL BATT EXTENDING 24" EACH SIDE OF PARTITION. A *F. 1 /4". MI 4%0 111100. A4 OA 1 0' 441111D 1111111111111111 - 2"X2"X12" MIN. LEG AT STRUCTURE — ATTACH W/2 POWDER DRIVEN FASTENERS PER BRACE OR OTHER APPROVED METHOD 01U I kip --41%)1 Low AftwA NTS PLENUM HEIGHT OF 5'—O" OR LESS 2 1/2"x25 GA METAL STUD BRACING 0 8'-0" OC TO STRUCTURE DIRECTION ALTERNATE. PARTITIONS PERPENDICULAR TO PARTITION ACT AS BRACE PLENUM OF 5'-0" TO 10'-0" SHALL USE NESTED OR BACK TO BACK 3-1/2" 25 GA. STEEL STUDS. ABOVE 10'-0" OR PLENUM. CONTACT ARCHITECT FOR ADDITIONAL INFORMATION. MAX PARTITION WEIGHT 15Ibs./P.S.F. SUSPENDED CEILING AS SCHEDULED 3/8" CONT. FOAM SOUND ISOLATION TAPE TAPEABLE MET. TOP TRACK ATTACHED TO BRACING W/2 SELF—TAPPING SM. SCREWS 0 48"oc, AND 3/4" PIPE SLEEVES PROVIDE INSULATION 2 1/2" X 25 GA (18 MILS) METAL STUDS 0 24" OC, TO 10'-7" MAX. HEIGHT. 1 LAYER 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS ATTACHED W/ #6 SCREWS © 12" O.C. MAX. POWDER DRIVEN FASTENER 0 24 OC MET. RUNNER TRACK SEALANT CONCRETE SLAB NON -RATED FLOOR TO CEILING PARTITION 3" = 1 0" 4" 8" 12" 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 PARTITIONS GREATER THAN 6 FEET HEIGHT SHALL BE LATERALLY BRACED TO STRUCTURE. BRACING SHALL BE INDEPENDENT OF CEILING SPLAY BRACING SYSTEM. PER IBC 1613 ALL MAIN BEAMS TO BE HEAVY DUTY, PER ASCE 7-08 ITEM 13.5.6. ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO 1/360 OF ITS SPAN. PER CISCA ZONES 3-4 THESE REQUIREMENTS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANEL OR TILE, LIGHT FIXTURES AND AIR TERMINALS WEIGHING NO MORE THAN 4 POUNDS PER S.F., PER ASCE 7-08 ITEM 13.5.6. ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4' O.C., PER ASTM C 636 ITEM 2.3.4. CHANGES IN CEILING 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 NDT 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 MD BE FREE TO SLIDE. PER ASCE 7-08 SECTION 13.5.6 ITEM b. MOLDING DIMENSIONS MUST BE CONSISTENT AND ALTERNATIVE CONNECTIONS ARE PERMISSIBLE WITH BUILDING MANAGEMENT AND CITY APPROVAL. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). PER CISCA SEISMIC ZONES 3-4. THERE SHALL BE A MIN. 3/4" CLEARANCE FROM THE END OF THE GRID SYSTEM AT UN—ATTACHED WALLS. PER ASCE 7-08 SECTION 13.5.6. SPREADER BARS SPREADER (SPACER) BARS OR OTHER MEANS APPROVED BY LOCAL BUILDING DEPARTMENT SHALL BE USED TO PREVENT THE ENDS OF THE MAIN BEAMS AT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN LIEU OF SPREADER BARS. PER CISCA SEISMIC ZONES 3-4. WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. SPREADER BARS ARE NOT REQUIRED IF A 90' INTERSECTING CROSS MAIN IS WITHIN 8" OF PERIMETER WALL. HANGER (SUSPENSION) WIRES HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. COUNTER SLOPING WIRES TO BE A PAIR OF WIRES SLOPING AWAY FROM GRID MEMBER IN OPPOSITE DIRECTIONS AT A MIN. 45' ANGLE FROM PLANE OF CEILING. PER ASTM C 636 SECTION 2.1.4 HANGER WIRES SHALL BE 12 GAGE AND SPACED 4" O.C. OR 10 GAGE SPACE 5' O.C. PER ASTM C 636. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. PER CISCA ZONES 3-4. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER. PER CISCA ZONES 3-4 POWDER DRIVEN FASTENERS MUST BE APPROVED FOR THE APPROPRIATE LOADING. PER ASCE 7-08 SECTION 13.5.6. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8" OF EACH WALL WITH A PERIMETER WIRE. PER CISCA ZONES 3-4. ELECTRICAL FIXTURES LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FORM THE FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. PER CISCA SEISMIC ZONES 3-4. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER CISCA SEISMIC ZONES 3-4. 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 PERMITTED AS AN ALTERNATE. PER ASCE 7-08 13.5.6. DOOR & HARDWARE GENERAL NOTES 1 SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION. 2. DOOR WIDTH & HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME 0 HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES. 3. DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL WIDTH, U.O.N. 4. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH - BOLTS. 5. DOOR / HARDWARE SHALL COMPLY WITH ALL APPLICABLE IBC & ACCESSIBILITY REQUIREMENTS. HARDWARE GROUP HARDWARE GROUP HARDWARE REMARKS GROUP 1 SINGLE, OFFICE LOCKSET NON—RATED 1 OFFICE FUNCTION LOCKSET 4 HINGES 1 WALL—MOUNTED DOOR STOP DOOR SCHEDULE DOOR NUMBER 312 313 DOOR NOMINAL WIDTH 3'—O" 3'-0" w FULL HT FULL HT A A ARDWARE GROUP DOOR TYPES ca W WD WD SUITE STANDARD WOOD FRAME SUITE STANDARD FLUSH S.C. WOOD DOOR M.E. = MATCH ALL EXISTING CONDITIONS SIDELIGHT/GLAZING SCHEDULE SIDELIGHT NUMBER SIDELIGHT w D FIRE RATING (MIN) G1 M.E. FULL HT 3'-0" A 1/4° TEMPERED WD SIDELIGHT/GLAZING TYPES CD W CD w J in WIDTH A SUITE STANDARD WOOD FRAME GLAZING AS SCHEDULED M.E. = MATCH ALL EXISTING CONDITIONS t)t.0 10 REVIEWED FOR CODE COMPLIANCE APPROVED 1 JAN 3 0 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 1 1 2013 PERMIT CENTER Tenant: ELCON ASSOCIATES RIVERVIEW PLAZA - BUILDING 3 16300 CHRISTENSEN ROAD, SUITE 330 TUKWILA, WA 98188 A Tenant Improvement for: UNICO PROPERTIES RIVERVIEW PLAZA - BUILDING 1 16040 CHRISTENSEN ROAD, SUITE 100 TUKWILA, WA 98188 burgess design interiors ®architecture 1326 Fifth Avenue . Suite 400. Sea tie Washington 98101 T.(206} } 587,7120 F. (206} 587,7122 All reproduction & intellectual property rights reserved c 2012 Professional seal 7196 KIP G.KOLOI. ,r ; 1,a VATE OF WASHINGTON No. Issue Description Date REVIEW SET 12.27.12 REVIEW SET 12.28.12 PERMIT SET 1.10.13 Drawn by: TS Reviewed by: RM Project No: 12-8208-00 DOOR SCHEDULE SIDELIGHT SCHF,DULE / DETAILS Original drawing is 24" x 36 Scale entities accordingly if reduced A.9.1