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HomeMy WebLinkAboutPermit D10-088 - ELCON ASSOCIATES - WALLS, DOORS AND FINISHESELCON ASSOCIATES 16300 CHRISTENSEN RD D10-088 CityOf Tukwila 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: / /wwwci.tukwila.wa.us Parcel No.: 2523049078 Address: 16300 CHRISTENSEN RD TUKW Suite No: DEVELOPMENT PERMIT Permit Number: D10 -088 Issue Date: 04/16/2010 Permit Expires On: 10/13/2010 Tenant: Name: ELCON ASSOCIATES Address: 16300 CHRISTENSEN RD , TUKWII,A WA Owner: Name: BRCP RIVERVIEW PLAZA LLC Address: 248 HOMER AVE , PALO ALTO CA 94301 Phone: Contact Person: Name: SHANNON GREEN Address: 16040 CHRISTENSEN RD, SUITE 100 , SEAT'T'LE WA 98188 Phone: 206 - 373 -7137 Contractor: Name: GATEWAY CONSTRUCTION SRVCS INC. Address: 701 DEXTER AVE N SUITE 420 , SEATTLE WA 98109 Phone: (206)621 -9111 Contractor License No: GATEWCS992C3 Expiration Date: 03/04/2012 DESCRIPTION OF WORK: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT, NEW WALLS, DOORS AND FINISHES. Value of Construction: $27,600.00 Fees Collected: $1,042.93 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 0008 * *continued on next page ** a doc: IBC -10/06 D10 -088 Printed: 04 -16 -2010 City ATukwila 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.ci.tukwila.wa.us Permit Number: D10-088 Issue Date: 04/16/2010 Permit Expires On: 10/13/2010 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: 4 -1 (0-(a 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 pe construction or the p Signatur Print Name: does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating ance of work. authorized to sign and obtain this development permit. Date: % ( /D rAa, h ,mac a p Cj 2-c-e.. vi 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. doc: IBC -10/06 D10 -088 Printed: 04 -16 -2010 Parcel No.: 2523049078 Address: Suite No: Tenant: • • 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 16300 CHRISTENSEN RD TURIN' ELCON ASSOCIATES PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D10-088 ISSUED 04/02/2010 04/16/2010 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: A1.L 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. 7: 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. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 15: 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 doc: Cond -10/06 D10 -088 Printed: 04 -16 -2010 • 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 chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 16: 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) 17: 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) 18: 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) 19: 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) 20: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 21: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (1FC Chapter 10) 22: 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. (1FC 1008.1.8.1) 23: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 24: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corrid.or is more than 100 feet (30,480 nun) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 25: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 26: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) doc: Cond-10/06 D10 -088 Printed: 04 -16 -2010 • • 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 27: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 28: 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) 29: 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) 30: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 31: All new sprinlder systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 32: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth m Table No. 803.5 of the International Building Code. 33: 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) 34: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 35: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 36: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)675 -4407. * *continued on next page ** doc: Cond -10/06 D10 -088 Printed: 04 -16 -2010 • 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 I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating construction or the performance of work. Signature: Date: Print Name: //t a vt. Km 6lQ vt doc: Cond -10/06 D10 -088 Printed: 04 -16 -2010 CITY OF TUKWILA' Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httpa /wwtir. ci. tukwila. wa. us u dg Permit No [echanical Percxa t No. Gas Permit No tiblic Works 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 LOC . 2 ��//� �'' King Co Assessor's Tax No.: 2-92-10 41 "6 O' Site Address: t (D�0U Ct ricivi5-e 4 EA Suite Number j,0 Floor: 3 Tenant Name: El c-d%I ASSOC44te i New Tenant: ❑ Yes A.No Property Owners Name: "13t�C-P Rivet-view ��o tzz L-u. (i'c.o `Fi�'� Mailing Address 620 ` 0 014 1x1 ie S.eA4 c7 lip Sakti 131 St State Zip Name: Sk 4MV1 DY1 r_-e4/1 Mailing Address: 1b0 0 Chv1,s& ,t' 4, q-e. I Ob E -Mail Address: ka.14{tl.Ql4 j UYU e,0 Y13 p • 0 ayyi umbing.! City Day Telephone: D • "i'-3 1131- 6pANte. OA cSISg City State Zip Fax Number: 124-1Q • 3i-3 . 1 I ? Company Name: 66 t /Vi tk 1 CM 6•F1' UGii Z Mailing Address: 96)02 -. /met 4 o S. Contact Person it FO SfP '�W� E -Mail Address: 6( II g ei . C(YV Contractor Registration Number ATE > G S°t12L.3 City State Zip Day Telephone: 2.66 • 62.1•1111 Fax Number: 24112 . 101.-1 •j 1113 Expiration Date: 3/ o4_/ 24 1 Company Name: SV VGt,C ,SS Yc Si 111 � Mailing Address: 1 tL(c '*-11"' AVE... ,�� S W IS %° AA J ` City State Zip Contact Person: )41D k O 042..- 1,e.... S� i(<e1,t -N AA/AMA Day Telephone: 207o • 50.3- • 7 ( 2-0 E -Mail Address: fry Ice bu a SSL S Y► AG+ 1'F1r', ..e41.6%0 Fax Number: 1-1)40 • cb i• • 1 (Z?j Company Name: I4/A Mailing Address: Contact Person: E -Mail Address: H:\Applications\Forms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh City Day Telephone: Fax Number: State Zip Page 1 of 6 UI SING PERM1 x'01 ..,TION — 206.431-3670 Valuation of Project (contractor's bid price): $ 2-j `(00 0 2. Existing Building Valuation: $ t'J Scope of Work (please provide detailed information): AI S uC J'rai) I i+e _ (6 . f 't" 44.4µ1" 16i (a)r A/Le-ottAfit 1 {s1Gi t� t d dizil4 -- fl,t s64.- Will there be new rack storage? ❑ Yes NA No If yes, a separate permit and plan submittal will be required. e All B Dotage eloi ds 0 Nei up y o£ per IBC 28 024" 21 S1 V 13 174 1.(/4 3 r3 e H/A u/A t.1 /A A hed C PLANNING DIVISION: A /4 A 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: 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 of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM N ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Fonns- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 PERMIT APP LICATION NOTES ,At) Ucable' to all permits 1 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. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing 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 O " • 1U •'" l RIZED AGENT: 'f Signature: Date: 4'' C' 10 • • . ( Print Name: 14-1p '► lod z�r� y, sl., Mailing Address: 132(,9 S--"+" >4 - Sty 55D Day Telephone: 40 • ,s • 71st AJZ /5101 City State Zip Date Application Accepted: f� �/ / Date Application Expires: /l Staff Initials: L_____ H:Apptications \Forms - Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 6 of 6 a 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.tulcwila.wa.us RECEIPT Parcel No.: 2523049078 Permit Number: D10-088 Address: 16300 CHRISTENSEN RD TUKW Status: APPROVED Suite No: Applied Date: 04/02/2010 Applicant: ELCON ASSOCIATES Issue Date: Receipt No.: R10 -00657 Initials: User ID: Payee: WER 1655 Payment Amount: $633.85 Payment Date: 04/16/2010 02:02 PM Balance: $0.00 SHANNON GREEN TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA - Authorization No. 045346 ACCOUNT ITEM LIST: Description 633.85 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 629.35 640.237.114 4.50 Total: $633.85 P jr E `4 T RE jrrr S 1.5 riz. doc: Receiot -06 Printed: 04 -16 -2010 • 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 RECEIPT Parcel No.: 2523049078 Permit Number: D10 -088 Address: 16300 CHRISTENSEN RD TUKW Status: PENDING Suite No: Applied Date: 04/02/2010 Applicant: ELCON ASSOCIATES Issue Date: Receipt No.: R10 -00562 Payment Amount: $409.08 Initials: BLH Payment Date: 04/02/2010 12:46 PM User 1D: ADMIN Balance: $633.85 Payee:: BURGESS DESIGN INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 9748 409.08 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 409.08 Total: $409.08 PAW 4Frpi6- doc: Receiot -06 Printed: 04 -02 -2010 INSPECTION RECORD Retain a copy with permit INSPECI4CIN NO. CITY OF TUKWILA BUILDING DIVISION L 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 PERMIT NO. Projvc,0A ,�-,J d L -'.i -r �S Type of Inspection: f 11 `� (l' „ Address: 1(0300 c e/', s��.s Date Called: ----, Special Instructions: Date Wanted: Sf 13 p.m. Requester: Phone o ( -rzeo `35 2 6 Approved per applicable codes. Corrections required prior to approval. COM ENTS: Fltz,r-wj,4- ,P 1t4 f r-4,.4 \ or: Date: '5 —z 0 —lo 00 REINSPECTION FE • EQU) ED. Prior to inspection, fee must be at 6300 Southcenter Blv.., Suite 100. Call to schedule reinspection. R •t No.: Date: w. Mtag kAA — - IftdftgeStre0,. • INSPECTION NO. INSPECTION RECORD Retain a copy with permit L) Did -0Y3 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT H0. (206)431 -3670 Pro jec . O(� /1 A S ,d.a` S Type of Inspection: t v-6, . t) / lOri 46 Address: t03 / :517-11-5e-/1 Date Called: Special Instructions: 'c/ a.m. Date Wanted:' / 3 — /^ Requester: Phone 7N 7.66 —1786 —3574 RIApproved per applicable codes. Corrections required prior to approval. COMMENTS: 0 F , , 1 '/C e ' c v L -'y t i .k) 5 _0lo „., C' ' e-)- ,/O cE : .2,,/c f e& v i Al . (4 \/C .--/ t s1,Sj7C (G4 �;1,..,1 — Al G t_ 4z/Ni6 — A ',Air- c,{ . 1A .00 REINSPECTION F E RE . Prior to inspection, fee must be id at 63A Southcenter lvd., Suite 100. Call to schedule reinspection. Date 3 -i'a QUiRED Receipt No.: Date: Stv • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ai o r ° -osxi Projgct7r_ d K- 'rto L.a v .-.( xn-. S i t1 ek (A J d ric Type of Jpspection :l S� �L� Addre:(so n cC it( A-4 Called: Special Instructions: Date Wanted: -- 3-----/ ° 'IC P.m. Requester: Phone _s 21 _ 63,35 Approved per applicable codes. Corrections required prior to approval. COMMENTS: P M� A (, ..d d K- 'rto L.a v .-.( xn-. S i t1 ek (A J d ric X 1,-01--v.L. ,..oplf,r 3r oAe3 (..-Ayg,r2 / e.f--)- .1. i A; e ri "( I - V 6 4 ,A- I 3 / 1 ek) Insp(tor: Date: 5-' (0 0$66.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit 4f) a - a' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Project: eLCotv A SScerAr�S Type of nspection: �t� .Li: Ar Address: -care" Date Called: . ic,30a doi-s7 Special Instructions: • Date Wanted: --`a.m. 4 —Zs-- / O p.m. Requester: Phone No: 7.43 (9 -- 7 g -3T , Approved per applicable codes. Corrections required prior to approval. COM ENTS: Inspe r: Date: gg 16 0.00 REINSPECT N PE W ED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. R "ceipt No.: Date: 1 INSPECTION NUMBER 4 INSPECTION RECORD: Retain a copy with permit Jo t 5 -O Ica PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East,• Tukwila, Wa. 98188 206- 575 -4407 Project: )Co' 0i 4s s ye ;Aria.. Sprinklers: Type of Inspection: 53 r r ealle71.-• Ccu... J>,..- i Address: /6 3cx, Ch f s- tcrtrc.,1 Suite #: 14 Contact Person: . Special Instructions: Occupancy Type: Phone No.: , Approved per applicable codes. riCorrections required prior to approval. COMMENTS: Sfr,-r, ,e! ►. r lel df.. 1 _ Q .. f Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: . Permits: Occupancy Type: Inspector: Ili 5'3 . Date: .s' / /k1/ /0 Hrs.: / $80.00. REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection: • Word /Inspection Record Form.Doc w 1/13/06 T.F.D. Form F.P. 113 • PP A IT PLAN REVIE • ING SLIP ACTIVITY NUMBER: D10 -088 DATE: 04 -02 -10 PROJECT NAME: ELCON ASSOCIATES SITE ADDRESS: 16300 CHRISTENSEN RD - SUITE 330 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 011'91ip • u • I g ivision A640 Public Works Fire revention Structural 3� ,��4L u -10-10 Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 04 -06-10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: n APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: DUE DATE: 05-04 -10 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Contractors or Tradespeople titer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name 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 3/4/2012 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 Page 1 of 1 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 $12,000.0003/04 /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 10 CHARTER OAK FIRE INS CO DTC0527D0333C0F09 08/01/2009 08/01/2010 $1,000,000.0007 /31/2009 9 CHARTER OAK FIRE INS TC05451M120C0F08 08/01/2008 08/01/2009 $1,000,000.0008 /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 5 NORTH PACIFIC INS CO C01162727 02/26/2005 02/26/2006 $1,000,000.00 02/18/2005 4 AMERICAN STATES INS CO 010E985224 02/26/2004 02/26/2005 $1,000,000.00 03/02/2004 3 AMERICAN STATES INS CO 010E985224 02/26/2003 02/26/2005 $1,000,000.0003 /01/2004 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https: / /fortress.wa. gov /lni/bbip/Print. aspx 04/16/2010 GENERAL NOTES ARCH INTERIOR ABBREVIATIONS BUILDING SUMMARY 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. D0 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 DEUVERY 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,'" CASEWOR K FIXTURES,-'.:F II"IN FITTINGS,- ETC. MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE UATE C Q LEANUP PROTECTION AND `P C LA EMENT'OF ANY CEILING TILES 'NAND /OR OTHER DISRUPTION TO THE ADJACENT-TENANT IMPROVEMENTS MUST BE REPLACED. BEFORE BUSI NESS' - 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. ADJ - ADJUSTABLE AFF ABOVE FINISH FLOOR ALT - ALTERNATE ALUM - ALUMINUM APC ACOUSTICAL PANEL CEILING APPROX - APPROXIMATE ARCH ACT AV BLDG BOT CAB CL CLG CLR COL CONC CONF DEMO DEPT DF D!A DIFF DIM DTL DW DWG EA EL ELEC ELEV EQ EQUIP EXT FA FD FE FEC FFE FIN FLUOR FLR FO FOIC - ARCHITECTURAL - ACOUSTICAL CEILING TILE - AUDIO VISUAL - BUILDING - BOTTOM - CABINET CENTER LINE CEILING CLEAR COLUMN - CONCRETE - CONFERENCE 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 BY CONTRACTOR FURRING GAUGE GENERAL CONTRACTOR GLASS GYPSUM WALLBOARD MECH MECHANICAL MEZZ MEZZANINE MFR - MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MTD . - MOUNTED MTL - METAL N/A NOT APPLICABLE NIC NOT IN CONTRACT NTS - NO TO T T SCALE OC - ON CENTER OFF OFFICE OPNG - OPENING OVHD - OVERHEAD P PAINT PART PARTITION PERF PERFORATED PERIM PERIMETER PERP PERPENDICULAR PLAM PLASTIC LAMINATE PLYWD - PLYWOOD QTY - QUANTITY (R) - RELOCATED RA RETURN AIR RCP - REFLECTED CEILING PLAN REC - RECESSED REF REFERENCE REFR - REFRIGERATOR REL - RELOCATE REV - REVISION OR REVISED RM - ROOM RO - ROUGH OPENING RTD - RATED SCHED SCHEDULE SF - SQUARE FEET /FOOT SHT SHEET SIM - SIMILAR SPEC - SPECIFICATION SPKLR - SPRINKLER SPKR - SPEAKER S - SQUARE Q STD STANDARD STL - STEEL STOR STORAGE STRL STRUCTURAL STRUC - STRUCTURAL SYMM - SYMMETRICAL - TO BE DETERMINED TEL - TELEPHONE OR TELECOM TEMP TEMPERED THK THICKNESS TO TOP. OF TOS TOP OF SLAB np - TYPICAL LION` - UNLESS OTHERWISE NOTED UPS - UNINTERRUPTED POWER SUPPLY VCT - VINYL COMPOSITION TILE VIF VERIFY IN FIELD W/ -WITH WC - WATER CLOSET WD WOOD W/0 - WITHOUT 1. PROJECT ADDRESS: ELCON RIVERVIEW PLAZA 16300 CHRISTENSEN TUKWILA, WA 98188 ROAD, SUITE 300 2. APPLICABLE CODES & ORDINANCES: A BUILDING CODES SEATTLE BUILDING CODE B REGULATIONS & ORDINANCES NFPA C ACCESSIBILITY ICC /ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES 2003 SEATTLE BUILDING CODE 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: VB FIRE RESISTIVE SYSTEM: SPRINKLERED NON NFPA -13 OCCUPANCY TYPE: 'B' OFFICE 4. PROJECT TEAM TENANT: ELCON ASSOCIATES, INC 16300 CHRISTENSEN RD., STE 330 SEATTLE, WA 98188 TEL: 206.243.5022 ATTN: DIMITRIOS SIATERLIS ARCHITECT /DESIGNER: BURGESS DESIGN, INC. 1326 5TH AVENUE, SUITE 500 SEATTLE, WASHINGTON 98101 TEL: 206.587.7120 FAX:. 206.587.7122 ATTN: MEREDITH _ MCPOLAND GENERAL CONTRACTOR: GATEWAY CONSTRUCTION 5602 SECOND AVENUE S SEATTLE, WA 98108 TEL: 206.621.9111 FAX: 206.621.9113 ATTN: BILL FOSTER CONTRACTOR LIC #GATEWCS992C3 PLUMBING ENGINEER: TBD BIDDER DESIGN BUILD BY G.C. MECHANICAL ENGINEER: TBD - BIDDER DESIGN BUILD BY G.C. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: SHAFT ENCLOSURES: 2 HOURS EXIT STAIR ENCLOSURES: 2 HOURS CORRIDORS: 1 HOUR FTIC FURR GA GC GL GWB HC HDW HM HR INCL INFO INSUL LAV LF MATL MAX MDF HANDICAPPED HARDWARE, HOLLOW METAL (STEEL FRAME) HOUR INCLUDED OR INCLUDING INFORMATION INSULATION LAVATORY LINEAR FOOT MATERIAL MAXIMUM MEDIUM DENSITY FIBERBOARD 5. EXITS: APPROXIMATE AREA OF CONSTRUCTION: 2,751 SQUARE FEET TOTAL APPROXIMATE SUITE AREA: 2,751 SQUARE FEET TOTAL APPROXIMATE FLOOR AREA 28,827 OCCUPANT LOAD FACTOR: 100 NUMBER OF TOTAL PROPOSED OCCUPANTS: 28 NUMBER OF EXITS REQUIRED: .1 REQUIRED, 2 PROVIDED MINIMUM EGRESS WIDTH REQUIRED: 3' -8" COMMON PATH OF EGRESS TRAVEL: 100' LESS THAN 30 OCCUPANTS 1014.3X2 6. PROJECT DESCRIPTION: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT. NEW PARTITIONS, DOORS, ` FINISHES. BUILDING MANAGER: UNICO PROPERTIES 16040 CHRISTENSEN RD, SEATTLE, WA 98188 TEL: 206.373.7137 FAX: 206.373.7135 ATTN: SHANNON GREEN STE 100 ELECTRICAL ENGINEER: TBD BIDDER DESIGN BUILD BY G.C. FIRE /LIFE SAFETY ENGINEER: TBD BIDDER DESIGN BUILD BY G.C. CODE -REVIEWED APR 15 2018 City �Ila BUILDING n Hminm PLUMBING, MECHANICAL, ELECTRICAL, LIFE SAFETY PERMITS UNDER SEPARATE SUBMITTALS. LEGAL DESCRIPTION / PARCEL N0. 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 _105.5 9 FT - = TH S T 31 16 45 _ W 1.1.09 FT -T 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 T - H 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 A KA. REVISED LOT 3 OF CITY OF TUKWILA BDRY LN ADJ NO 81 -40 BLA R ECORDING NO 81.121 fi0540 REVISING CITY OF TUKWILA BDRY LN ADJ NO 81 -1 BLA RECORDING NO 8102050389 Tenant. ELCON RIVERVIEW PLAZA 16300 CHRISTENSEN ROAD, SUITE 330 TUKWILA, WA 98118 A Tenant Improvement for UNICO PROPERTIES 16040 CHRISTENSEN ROAD, SUITE 100 SEATTLE, WA 98118 burgess design 1 interiors 0 architecture 1326 Fifth Avenue Suite 500. Seattle, WA 98101 TEL: 206587.7120 FAX208. 587.7122 All reproduction & intellectual property rights reserved c 2010 Approved by: Date: Permit No. V). aprovai is &bled to e App... , ants The" violation y o of approved Fie;s • DRAWING INDEX `'DRAWING ISSUED 0 0 Q X GENERAL G.0.0 COVER SHEET / PROJECT INFORMATION G.0.1 PROJECT NOTES ARCHITECTURAL / INTERIORS 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. SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical IR Plumbing ' , Gas Piping City of Tukwila ELTII Dr,t, rl ;' €S! CONSTRUCTION / DEMOLITION PLAN REFLECTED CEILING PLAN DOOR ' SCHEDULE / SIDELIGHT SCHEDULE / DETAILS Ttrmv Pond Of BUILDING DIVISION 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 02010 MapQuest Portiaiis02010 NAVTECU DEFINITIONS AND DIMENSIONS KEY / FLOOR PLATE PEGISTERED ARCHITECT SYMBOLS ELEVATION REFERENCE SYMBOL DETAIL ID INDICATES FINISHED SURFACES TO ALIGN A. DEFINITIONS: 1 "1YPICAL "' 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. ELCON THIRD FLOOR 16300 CHRISTENSEN ROAD TUKWILA, WA 98188 KIP G. ii,CLOLIZII_JSKI STATE OF WASHINGTON Issue Description 5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. REVISIONS No changes shall be made to the scope of work without prior approval of Tukvvila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. DRAWING TITLE BAR SECTION REFERENCE SYMBOL t TITLE DETAIL IDENTIFICATION DRAWING TITLE GRAPHICAL SCALE B. DIMENSIONS: FLOOR ELEVATION SYMBOLS 92' -0" +1' -O" NOMINAL FLOOR l- ELEVATION HEIGHT (ABOVE /BELOW) BUILDING SPACE / ROOM ID OFFICE -- SPACE NAME DETAIL REFERENCE SYMBOL COLMUNMA NNNOER : GRID LINE SYMBOL 20' 1127 SPACE NUMBER DOOR SYMBOL 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 PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE A. STRUCTURAL DRAWINGS B. LARGE SCALE DETAILS C. SMALL SCALE. DETAILS D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANS SCHEDULED SHALL BE STRAIGHT, TRUE & FOLLOWING PRIORITY ORDER. VACANT SPACE AREA = 936 SF 9 OCCUPANTS -� 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. 1. \ONIlli!N Drawn by: TS Reviewed by: Project No 10- 8202 -00 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF, THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. L Q ANGLE AT CENTERLINE 0 0 DOCUMENT SHEET SYMBOL O -�- KEYED SHEET NOTES G1 GLAZING SYMBOL - REVISION NUMBER 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. Original drawing' is 24" x 36". Scale entities accordingly if reduced 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 ALL RULES, GENERAL CONDITIONS AND SPECIALIZED BUILDING REQUIREMENTS WITH THE BUILDING MANAGEMENT. 4. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT. DMSION I - GENERAL CONDITIONS 01010 SUMMARY OF WORK 1.` GENERAL DESCRIPTION OF THE PROJECT: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE, UON. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT BURGESS DESIGN MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE /EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT UMITED 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." K.LC. " .(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 UMITED TO SPRINKLER MODIFICATIONS FIRE , FI E 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 .. ... ARE WHERE REQUIRED AND INDICATED. ANY MATERIAL USED IN. CONSTRUCTION N S HALL• MEET CURRENT .FLAME. CODE REGULATIONS. JO. ALL ELECTRICAL, PLUMBING CAL, BlNG AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL ; STANDARD SPECIFICATIONS. -- 11. THE G 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 DATA AND PANELS ARE TO BE REMOVED BACK SOURCE. DEMOUTION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT TO SPACES 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 EETIN 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 AND SHELVES TO BE OF PREFlNISHED BOARD WITH POLYESTER OVERLAY, 5. INTERIOR CABINET SURFACES LION. 6. SHELF EDGING TO BE VINYL 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 S HALL 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 QUALITI. AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 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 TRANSmON. 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 MANUFACTURER'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 SPECIFICATION, LION. 09680 CARPET 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 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 E LATCHSET OR LOCK SET, AND ONE DOOR _ STOP TO MEET ACCESSIBILITY REQUIREMENTS. Q NTS 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. REVIEWED FOR CODE COMPLIANC APPROVED APR 15 2010 11. PROVIDE PROPER SMOKE GASKETS AT RATED ASSEMBLIES. 12. MATCH BUILDING STANDARD SPECIFICATIONS AND FINISHES. 08810 - GLASS 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY G ING LION.: 2. CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE RIATE FOR DIMENS 0 1�IS 3. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL : GLAZING-STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE LE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. Tukwila 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, (JON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES TO THE PARTITION HEADS AND CEILING GRID. 6. FRAMING STUDS: GALVANIZED SIttL 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" " A "M/R" .. ,. E 5/8 TYPE X UNLESS OTHERWISE `NOTED. PROVIDE TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET, ROOMS, AND BEHIND CERAMIC TILES, UO. 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 RECEMNG 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. 09500 - CEILING SUSPENSION SYSTEMS. 1. PROVIDE NEW CEIUNG 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 CEIUNG 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 6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME MANUFACTURER'S SPECIFICATION AND CODES. CEILING TILE, LION. SPREAD RATING AND BE INSTALLED IN = ACCORDANCE WITH 7. ALL JOINTS IN iLV I5 IC�i 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 CEIUNG WITHIN 10 DAYS. 10. ADJUST PARTITION HEAD DETAIL TO MATCH EXISTING CEILING CONDMONS 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 CEIUNG GRID, UON. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. 3. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 4. PROVIDE SEAMING DIAGRAMS FOR CH AR ITECT'S REVIEW. 09900 - PAINTING AND STAIN PER MANUFACTURERS 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" (2 COAT) 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" (2 COAT) 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 ES THAT WERE NOT S PECIFlED: TO RECEIVE SAME. .. 6. TOUCH-UP PATCH SURFACES AS REQUIRED Q 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 , LION. . 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, CRACKS, ETC. BEFORE APPLYING FINISH. 10. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 11.. SAND ENAMELED FINISHES APPUED 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. AU. EXISTING INTERIOR AND PERIMETER MINI BUNDS TO - BE BAGGED AND CLEANED TO LIKE -NEW CONDITION. 2. ALL PERIMETER GLAZING TO RECEIVE BUNDS 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. 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 IN STALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, OR PER BUILDING STANDARD, UON. 4. PROVIDE HOT AND COLD WATER TO SINKS /DISHWASHERS IF APPLICABLE. 5. ALL NEW WATER ` HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE. VERIFY LOCATIONS WITH BUILDING MANAGEMENT AND INSPECTORS. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 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. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. VERIFY LOCATION WITH FIRE MARSHALL. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE A. LAYOUT, LOCATION AND SIZE OF SPRINKLER ONES 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 CEIUNG 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 PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. SYSTEM. 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 O UTLETS AND MUD I S R NG TO BE LOCATED AT 18 AFF TO THE CENTER LINE, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES , EVI ES 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 HALL B E COORDINATED TE BY THE BUILDING MANAGER. 11. THE CONTRACTOR lS TO COORDINATE WITH THE OWNER SUP PLIED FURNITURE T INCLUDE BUT NOT LIMITED TO: .ELECTRICAL AND DAT A WIRIN G LOCATIONS, J - , BOX LOCATIONS, CONNECTIONS AND WALL. MOUNTED REQUIREMENTS. 12. THE CONTRACTOR ` IS TO VERIFY EXISTING ABANDONED 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. FOR ACOUSTICAL CONTROL OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED 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 LION. 3. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE THE CENTER OF CEILING TILE, UON. LOCATED IN 4. 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. 5. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 6. 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. 7. 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 8. CONTRACTOR TO PRO`; DE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 9. 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. 10. VERIFY SWITCHING WITH TENANT AND BUILDING MANAGEMENT. VERIFY APPROVED ENERGY CODE REQUIREMENTS OR ENERGY MANAGEMENT SYSTEM AS PART OF THE DESIGN BUILD CONTRACT. 11. PROVIDE, ALTER OR VERIFY ALL EMERGENCY EXIT LIGHTING AND ACCESS PATHWAY LIGHTING AS DIRECTED BY EXISTING CONDITIONS AND CODE REQUIREMENTS. RECEIVED APR 0 2 2010 PERMIT CENTER Tenant ELCON RIVERVIEW PLAZA 16300 CHRISTENSEN ROAD, SUITE 330 TUKWILA, WA 98118 A Tenant Improvement for: UNICO PROPERTIES S 16040 CHRISTENSEN ROAD, SUITE E 100 SEATTLE, WA 98118 at burgess design I interiors ® architecture 1326 Fifth Avenue Suite 500 . Sc ttIc.WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2010. Professional seal 7196 KIP G. KOL©DZIEJSK1 STATE OF WASHINGTON. No. Issue Description Date PERMIT SET 4/1/10 Drawn by: TS 1 Reviewed- by: M Project No: 10- 8202 -00 PROJECT NOTES Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.1 O UPPER CASEWORK TO REMAIN. O RE- SWITCH SUITE PER NEW LAYOUT. VERIFY FINISHES WITH BUILDING MANAGEMENT. • PROVIDE NEW SWITCHING FOR NEW SUITE LAYOUT. • PROVIDE NEW SWITCH FOR CONFERENCE ROOM. ALL LIGHTING AND ELECTRICAL ARE EXISTING TO REMAIN, UNO. NEW RECEPTION DESK TO MATCH TENANT'S EXISTING DESK. DESK SHALL HAVE ADA SIDE APPROACH AT 34 "H A.F.F. 7O PROVIDE TEMPERED GLASS AT GAP BETWEEN EXISTING BREAK AND OPEN OFFICE. CONTRACTOR TO RESOLVE EXPANSION ISSUES.: 8� CONTRACTOR SHALL RELOCATE LIGHT FIXTURE AT THIS LOCATION. O. PROVIDE DUPLEX POWER OUTLET' IN CEILING FOR TENANT'S PROJECTOR. PROVIDE FINAL LOCATION WITH TENANT. EXISTING LIGHT SWITCH TO BE CHANGED OUT TO OCCUPANCY SENSOR. NEW ONE HOUR RATED CONSTRUCTION AT CORRIDOR, SEE DETAIL J /A.9.1. _ 4 EXISTING CONSTRUCTION TO BE REMOVED f EXISTING CONSTRUCTION TO REMAIN NEW INSULATED INTERIOR PARTITION CONSTRUCTION, PER DETAIL K /A9.1 # NEW INTERIOR PARTIAL HEIGHT CONSTRUCTION, PER DETAIL A /A.9.1 FULL HEIGHT SIDELITE PARTIAL HEIGHT SIDELITE 1 �FRAMELESS SIDEUTE Tenant: ELCON RIVERVIEW PLAZA 16300 CHRISTENSEN ROAD, SUITE 330 TUKWILA, WA 98118 DESCRIPTION DUPLEX OUTLET (# DENOTES MOUNTING HT IN INCHES) A Tenant Improvement for: UNICO PROPERTIES 16040 CHRISTENSEN ROAD, SUITE 100 SEATTLE, WA 98118 REVIEWED FOR CODE COMPLIANCE APPROVED APR 15 2010 QUADRAPLEX OUTLET VOICE & DATA COMBINATION OUTLET CEILING MOUNTED DEVICES BREAK ROOM OFFICE 309 OFFICE OPEN OFFICE 312 _(E) 1 1,_5,/ RECEPTION COP /WORK ROOM CONFERENCE OPEN OFFICE burgess design I interiors ® architecture 1326 Fifth Avenue Suite 500. Scuttle. WA 98101 TEL 206587.7120 FAX206.587.7122 NEW EXIT SIGN. COORDINATE FINAL LOCATION WITH CODE OFFICIAL GENERAL CONSTRUCTION NOTES All reproduction & intellectual property rights reserved c 2010 1. REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF DEMOLION. 2. SAVE AND STORE ALL UGHT FIXTURES, EXIT. SIGNS, DOORS & HARDWARE FOR RE -USE, LION:. 3.. SAVE ALL EXISTING: PLUMBING FIXTURES FOR RE -USE, UNLESS OTHERWISE NOTED. 4. REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS, ETC FROM ALL DEMOLISHED PARTITIONS.- REMOVE ALL CORRESPONDING : CABLES, CONDUIT, WIRING, ETC. ALL THE WAY BACK TO THE ORIGINATING: SOURCE, UON.° 5. REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF DEMOLITION. 6. SAVE AND STORE ALL LIGHT FIXTURES, EXIT SIGNS, DOORS & HARDWARE FOR RE -USE, UON. 7. SAVE ALL EXISTING PLUMBING FIXTURES FOR RE -USE, UNLESS OTHERWISE NOTED. 8. REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES,: PANELS, ETC FROM ALL DEMOLISHED PARTITIONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL THE WAY BACK TO THE ORIGINATING SOURCE, LION. 9. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 10. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 11. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 12. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL /CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTTTTONS, TAPE & SAND SMOOTH FOR NEW FINISH. 13. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 14. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING- PART1ONS, UON. SEE TYPICAL WALL DETAIL SHEET FOR MORE INFORMATION. 15. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4' FROM ADJACENT WALL OR MATCH EXISTING SUITE STANDARD. 16. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 17. ELECTRICAL SUB- CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE WORKING CONDITION OF ALL EXISTING OUTLETS NOTED TO REMAIN. 18. ALL OUTLET'S SHOWN ARE APPROXIMATE. DUE TO. HIDDEN CONDITIONS ADDFI1ONAL P /P /D MAY EXIST BUT NOT BE REFLECTED ON THE PLANS. 19. FURNITURE SHOWN FOR INTENT ONLY, FINAL LOCATION OF FURNITURE AND OUTLET'S TO BE COORDINATED WITH TENANTS FURNITURE VENDOR. VERIFY ELECTRICAL AND VOICE /DATA REQUIREMENTS WITH TENANT. 20. UNLESS DIRECTED OTHERWISE, ALL VOICE /DATA 'CABLING AND EQUIPMENT ASSOCIATED WITH VOICE /DATA SERVICE INCLUDING WORK FROM BUILDING /FLOOR D -MARK TO SERVER ROOM SI-IAL. BE FURNISHED AND INSTALLED BY TENANT. 21. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 22. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF UGHT FIXTURES REFER TO DESIGN BUILD ELECTRICAL DRAWINGS AND DESIGN BUILD UFE SAFETY FOR COMPLETE REFLECTED CEILING PLAN DEIGN. 21 UGHT SWITCHES ARE SHOWN FOR ` LOCATION AND DESIGN INTENT ONLY REFER TO ELECTRICAL DESIGN BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 24. UNLESS NOTED OTHERWISE, MULTIPLE SWITCHES IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SINGLE COVERPLATE 25. CLEAN, REPAIR OR REPLACE AS REQUIRED ALL EXISTING SUSPENDED CEILING GRID AND TILES EXISTING TO REMAIN. 26. IiVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY /RETURN GRILLS PRIOR TO COMPLETION OF PROJECT. 27. ELECTRICAL SUB- CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE RELOCATED. 28 FI ECIcAL SUB - CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT S EELS TO DESIGNER FOR ALL FIXTURES •. VLVVIIII SUB -CONTRACTOR I.VI• IV I.VVt VI \VIVY� FOR 1 I \V TI 11\V VVI "VIILVIV TO DESIGNER FOR f11.1.. I TAI VI \W• DESIGNATED AS NEW. Professional seal No. Issue Description PERMIT SET Date 4/1/10 Drawn by: CONSTRUCTION/ DEMOLITION PLAN REFLECTED CEILING PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced 5/8' TYPE "X" GYP PARTN TYPE` AS SCHEDULED PROVIDE INTERMEDIATE PARTIAL HEIGHT PARTITION SUPPORT POSTS AS NEEDED. PROVIDE PARTIAL HEIGHT SUPPORT POSTS AT ALL OPEN ENDED WALL TERMINATION, TYPICAL SEE B /A.9.1 METAL BOTTOM TRACK SECURED TO SLAB BASE AS SCHEDULED FLOORING AS SCHEDULED 3/4" TYP. 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 UGHT & PROJECTION SCREEN SWITCHES, WALL MOUNTED OCCUPANCY SENSOR CARD READER WHERE OCCURS HARDWARE LATCH TELEPHONE OUTLET FINISHED FLOOR ELECTRICAL OUTLET A LOW PARTITION W/ WOOD CAP RAIL CV DI r ui 1 ®ii irillIr ..- '1 1 I lkiirAl 1 "4011110 ' . illSoll BOTTOM OF STRUC FIRE RATED SEALANT ALL PENETRATIONS TO HAVE FIRE CAULKING OR FIRE DAMPERS AS NECESSARY. SEE DETAIL K /A.9.2 NO VERTICAL PENETRATIONS OCCUR IN NEW CONSTRUCTION SLOTTED LONG LEG TOP TRACK SYSTEM, SUCH AS STEELER INC OFT DEFLECTION TRACK 0 CEILING AS SCHEDULED I� r l i r-*mr wit wyes api PAO Ptio INSULATION WHERE NOTED WALL TYPE 000 JOINT COMPOUND BOTTOM TRACK, WITH POWER DRIVEN ATTACHMENT u FIRE RAZED SEALANT - CONCRETE SLAB 1 RATING , NO.: UL U419 _on CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG CORROSION- PROTECTED STEEL, MIN. WIDTH TO ACCOMMODATE STUD SIZE, WITH MIN. 1' LONG LEGS, ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24" OC. MAX. CHANNEL SHAPED, FABRICATED FROM MIN. 25 MSG CORROSION — PROTECTED STEEL, MIN WIDTH 2 -1/2" 2OGA, MIN 1 -1/4" FLANGES AND 1/4" RETURN, SPACED 16" OC. STUDS TO EE CUT 3/8" TO 3/4" LESS THAN ASSEMBLY HEIGHT. MAX HEIGHT MINERAL WOOL BATTS OR GLASSFIBER WITH UL CLASSIFICATION MARKINGFRIC1ION FITTED BETWEEN STUDS AND RUNNERS. MIN. THICKNESS 1 -1/2 ". GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS (MULIILAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OD STUDS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT (MULTI- LAYERED SYSTEMS) STAGGERED A MIN OF 12 ". PROVIDE ONE LAYER TYPE'X' 5/8" THICK PER SIDE. TYPES OR S -12 STEEL SCREWS USED TO ATTACH PANELS TO STUDS (ffEM 2) OR FURRING CHANNELS (ITEM 6). SINGLE LAYER SYSTEMS: 1" LONG FOR 1/2' AND 5/8' PANELS OR 1 -1/4' LONG FOR 3/4" THICK PANELS, SPACED 8" OC. WHEN PANELS ARE APPLIED HORIZONTALLY, OR 8' OC. ALONG VERTICAL AND BOTTOM EDGES AND 12' OC. IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY. VINYL OR CASEIN, DRY OR PREMIXED JOINT COMPOUND APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS OF OUTER LAYERS. PAPER TAPE, NOM 2' WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS OF OUTER LAYER. PANELS. PAPER TAPE AND JOINT COMPOUND MAY BE OMI T I t) WHEN GYPSUM PANELS ARE SUPPLIED WITH A SQUARE EDGE. RATING NO.: UL U419 HOUR RATED PARTITION 12" —0" ISOMETRIC (4) ;1 /2" DIA. EXP. BOLT ANCHORS WITH 2 -1/2" MIN. EMBED 1. LOCATED SWITCHPLATES, ELECTRICAL AND TELEPHONE WALL OUTLETS AT NEAREST STUD FROM SCALED LOCATION ON PLAN, UNLESS SPECIFICALLY 2. DIMENSIONED ON PLAN, ELEVATION, OR LOCATION AS PER DIAGRAM ABOVE. CENTER FIRE ALARM STROBES DIRECTLY ABOVE FIRE EXTINGUISHER CABINETS WHERE BOTH OCCUR. PARTIAL HT. PARTITION SUPPORT POST NTS BOTTOM OF STRUCTURE PROVIDE ENCAPSULATED ACOUSTICAL BATT EXTENDING 24" EACH SIDE OF PARTITION. ‘90.4100 twee* 4s4i0Liview/_4* nmmmnnmuunnu— �mm 1/4" bed MO 41E6._ ,o `i ONO I I� I J �t I O NON -RATED - 2"X2"X12" MIN. LEG AT STRUCTURE - ATTACH W/2 POWDER DRIVEN FASTENERS PER BRACE OR OTHER APPROVED METHOD PLENUM HEIGHT OF 5' -O" OR LESS 2 1/2 "x25 GA METAL STUD BRACING ® 8' -O" OC TO STRUCTURE DIRECTION ALTERNATE. PARTIONS PERPENDICULAR TO PARTITION ACT AS BRACE PLENUM OF 5' -0" TO 10' -O" 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 INSULATION 2 1/2" X 25 GA METAL STUDS ®24" OC, TO 1O' -9" MAX. HEIGHT. 1 LAYER 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS POWDER DRIVEN FASTENER 0 24" OC MET. RUNNER TRACK SEALANT CONCRETE SLAB FLOOR TO CEILING PARTITION 12" n — x GENERAL DEVICE ALIGNMENT TYPICAL PROVIDE MIN 25 GA STUDS & ANCHOR BRACKET ANCHORAGES. DOUBLE STUDS 0 END OF PARTITIONS. 3 - #8 PAN HEAD SHT. MIL 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. . COORDINATE ANCHOR BRACKET LOCATION WITH ACCESSORY MANUFACURER MOUNTING INSTRUCTIONS. MTL. STUD ANCHOR BRACKET NTS .1' 3 STUDS MIN. NOTE: COORDINATE ANCHOR BRACKET LOCATIONS W/ CASEWORK & EQUIPMENT WHERE SCHEDULED, AND MANUF. MOUNTING INSTRUCTIONS TYPICAL BOTTOM OF FINISHED CEILING ANCHOR BRACKET 6"X16ga UNPUNCHED STUD TRACK, ATTACH TO 3 STUDS MIN FINISHED FLOOR ANCHOR BRACKET FRAMING NTS NTS DOOR & HARDWARE GENERAL NOTES 3. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTAUATION. DOOR WIDTH & HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES. 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. DOOR / HARDWARE SHALL COMPLY WITH ALL APPLICABLE IBC & ACCESSIBILITY REQUIREMENTS. HARDWARE GROUP HARDWARE GROUP GROUP 1 EXISTING HARDWARE GROUP 2 SINGLE, ENTRY LOCKSET RATED HARDWARE 1 ENTRY FUNCTION LOCKSET 2 PAIR HINGES 1 DOOR CLOSER 1 FLOOR — MOUNTED DOOR STOPS 1 SMOKE SEAL GROUP 3 SINGLE, PASSAGE LATCHSET NON- RATED 1 PASSAGE LATCHSET 2 PAIR HINGES 1 WALL — MOUNTED DOOR STOP REMARKS Tenant: ELCON RIVERVIEW PLAZA 16300 CHRISTENSEN ROAD, SUITE 330 TUKWILA, WA 98118 DOOR SCHEDULE m M 0 0 0 DOOR 0 HARDWARE GROUP 301. 3' -0' FULL HT 2 WD 20 302 3' -0" 8' -3" 3 WD DOOR TYPES WIDTH B/S WOOD FRAME B/S FLUSH S.C. WOOD DOOR E = EXISTING, MATCH ALL EXISTING CONDITIONS REVIEWED FOR CODE COMPLIANCE A `-_ gonf VED 2010 City of Tukwila BUILDING DlvI.SinN SIDELIGHT /GLAZING SCHEDULE m a 0 SIDELIGHT HEADER HEIGHT 4* FULL HT B/S FIRE LITE GLASS WD 8' -3" 2' -9" 1/4" TEMPERED WD SIDELIGHT, GLAZING TYPES w f WIDTH A i WIDTH B_ B/S WOOD FRAME GLAZING AS SCHEDULED B/S RATED ASSEMBLY FIRE LITE GLAZING; PREMIUM POLISHED GRADE; GLASS AREA IS WITHIN 3,325 SQUARE INCH, WHICH IS MANUFACTURES OMIT ON PANEL` AREA = EXISTING, MATCH ALL EXISTING CONDMONS RECEIVED APR 0 2 2010 PERMIT CENTER A Tenant Improvement for: UNICO PROPERTIES 16040 CHRISTENSEN ROAD, SUITE 100 SEATTLE, WA 98118 burgess design i interiors 0 architecture 1326 Fifth Avcnuc Suite 500. Scuttle. WA 98101 TEL: 206.587.7120 FAx306. 587.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal 7196 REGISTERED ARCHITECT KIP G. KOLODZEJSK, STATE OF WASHINGTON. No. Issue Description Date PERMIT SET 4/1/10 Drawn by: T S Reviewed by: MM Project No: 10- 8202 -00 DOOR SCHEDULE SIDELIGHT SCHEDULE / DETAILS Original drawing is 24" x 36 "., Scale entities accordingly if reduced