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HomeMy WebLinkAboutPermit D10-325 - GLOBAL HARVEST / MBI MILLS - WALLS, FLOORS AND FINISHESGLOBAL HARVEST/ MBI MILLS 16000 CHRISTENSEN RD D10-325 City okukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: �: //www. ci. tukwi la. wa. us Parcel No.: 2523049077 Address: 16000 CHRISTENSEN RD TUKW Suite No: Project Name: GLOBAL HARVEST /MBI MILLS DEVELOPMENT PERMIT Permit Number: D10 -325 Issue Date: 12/14/2010 Permit Expires On: 06/12/2011 Owner: Name: BRCP RIVERVIEW PLAZA LLC Address: 248 HOMER AVE , PALO ALTO CA 94301 Contact Person: Name: MEREDITH MCPOLANID Address: 1326 5 AV, STE 500 , SEA:PTLE WA 98101 Contractor: Name: D P INC GENERAL CONTRACTORS Address: 19909 BALLINGER WAY NE , SEATTLE, WA 98155 Contractor License No: DPINCGC066BU Phone: 206 342 -0130 Phone: 206 - 361 -2989 Expiration Date: 01/31/2012 DESCRIPTION OF WORK: NON - STRUCTURAL TENANT IMPROVEMENT TO INCLUDE NEW WALLS, FLOORS, AND FINISHES. Value of Construction: $50,000.00 Fees Collected: $1,583.80 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: VB Occupancy per IBC: 0008 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 doc: IBC -7/10 D10 -325 Printed: 12 -14 -2010 Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie Date: [141 0 ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not pre construction or the performance of work. to this perrrd Signature: e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development permit and agree to the conditions attached Print Name: {V1-e/reath 1 ao I am Date: (�' 1 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. 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: 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: 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. 12: 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). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: 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 doc: IBC -7/10 D10 -325 Printed: 12 -14 -2010 presuming to give authority to violate or c he provisions of the code or other ordinanc the City of Tukwila shall not be valid. The issuance of a permit d on construction documents and other data 1 not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: 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) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 26: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm.) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 27: 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 nun) 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) 28: 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) 29: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot - candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination doc: IBC -7/10 D10 -325 Printed: 12 -14 -2010 uniformity ratio of 40 to 1 shall not be exceed (IFC 1006.4) • 30: 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) 31: 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) 32: 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) 33: 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. 2050). 34: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 35: 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. 36: 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) 37: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 38: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 39: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 40: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D10 -325 Printed: 12 -14 -2010 O CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.cLtukwila.wa.us Building Permit No. Mechanical Permit No: Plumbing/Gas Permit.No. Public Works Permit No. Project No. (For office use only) 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: 000 (4 1 Tenant Name: King Co Assessor's Tax No.: 2.5 130 - 1 �� Suite Number: Floor: New Tenant: ❑ L.LC E ut,Li pro Property Owners Ni arme: n P_C P V� ettAri -t?w P( Mailing Address: 1 1110 b C'hi 1 v s ev e c)t City Yes !4t 4- 0 State Zip CONTACT PERSON — who do we contact,when.your pe'rmit•is;ready to.be issued • • Name: :p4 (PO ( 61'v\4 Mailing Address: ! 3 `-tp 5 ALAe, , 9-c cop E -Mail Address: /VI rid] Day Telephone:ZC (v 3 4--2 - 0 130 Sec-JOE'? an9 'e9 a City State Zip Fax Number: 2 -0(p .'51-7t22_ •••:GENERAL-CONTRACTOR INFORMATION27'. '•• :. " • :. •` ' • ..' •Contractor Information •for Mec iihanic,al.(pg*for•;Plumbing and GGasPiping•(pg 5)).' Company Name: j P 1,1 ('.•t11Pr ®,tea 7' eek Mailing Address: Contact Person: J. I i� �44f E -Mail Address: rlp((cuvid (i 4 Contractor Registration Number: �G. City Day Telephone: Fax Number: Expiration Date: State 2-44' • 3 4 . V16, 362- 3n(v1-' iZ Zip ARCHITECT.OF.RECORD =All plans must lie stamped by:Architect of Record • r _✓ Company Name: r L� d�a S Mailing Address: 32_ if -it17 i i,_11i & .G06 j-PGGtge G,/ 4 (CJ (61 pp II__�� J/ �/f (] City State Zip Contact Person: %1 Q.Y.€ 1/1/11 1 E -Mail Address: I i/f Pei f 11 (9 - L,PAL4 i it y ./1Qfax Number:' /O . V.3" 7 • -7 1 22_ ENGINEER OFRECORD — All plans must be stamped by Engineer of Record Company Name: I q At Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: H:\Applications\Forms- Applications On Gne\20I0 Applications \7 -2010 - Permit Application doc Revised: 7 -2010 bh Page 1 of 6 BUILDING PERMIT INFORMATIOlP— 206- 431 -3670 • -7,104 Ov Valuation of Project (contractor's bid price): $ 5CI / l,�� — Existing Building Valuation: $ g Scope of Work (please provide detailed information): /(' 1'1 Sr d Y� eire, 7 e 12 l ✓?'1 p� 1 %e vn_QA4 * / Kok) 0)104- , eb - , �"( Will there be new rack storage? ❑ Yes If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square•Footage Below • • • •• Existinng• • Interior Remodel : • Addition to • Existing • . Structure New Type :of Construction. per IBC :•Type of ,Occupancy, per 151'Floor' . 15-2-9S- /� kVA p ( / V /A A V i✓ 8 0 Floor. p /� ) ��U ____,_ f 1 5-6.8 / " 1 * Floor. ;Floors, thru 1 .. W A _Basement /1 /A ,._ ': Accessor .Structure* • t i /�� Attached Garage'✓/ ;Detached Garage ,` 4/1/4 _ .Attached Carport . �� `Detached Carport • • � Covered Deck /(/ Uncovered Deck `A 1, PLANNING DIVISION: N," 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 Safe ata Sheets. SEPTIC SYSTEM I4 /41- ❑ 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\Fonm- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in This application • 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 OWNER AUTHORIZED AGENT. Signature: p� 1 Date: 1! • 2q ' (0 Print Name: Me--red r/ M 0/4114 4 Mailing Address: 1320 1331- S7'e Sob Date Application Accepted: Date Application Expires: Day souTe.lepho ne: 7-02,0 ' � 7, 20 , City State Zip Die 57611— Staff Initials: H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 6 of 6 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: hup://www.ci.tukwila.wa.us RECEIPT Parcel No.: 2523049077 Permit Number: D10 -325 Address: 16000 CHRISTENSEN RD TUKW Status: APPROVED Suite No: Applied Date: 12/01/2010 Applicant: GLOBAL HARVEST /MBI MILLS Issue Date: Receipt No.: R10 -02498 Initials: JEM User ID: 1165 Payment Amount: $961.65 Payment Date: 12/14/2010 01:42 PM Balance: $0.00 Payee: BURGESS DESIGN, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 010301 961.65 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 957.15 640.237.114 4.50 Total: $961.65 doc: Receipt -06 Printed: 12 -14 -2010 II 0 ��l�a w City of Tukwila 4J ��JZ v►J,� r 2 1I90a 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 Parcel No.: 2523049077 Address: 16000 CHRISTENSEN RD TUKW Suite No: Applicant: GLOBAL HARVEST /MBI MILLS RECEIPT Permit Number: D10-325 Status: PENDING Applied Date: 12/01/2010 Issue Date: Receipt No.: R10 -02401 Initials: User ID: JEM 1165 Payment Amount: $622.15 Payment Date: 12/01/2010 10:01 AM Balance: $961.65 Payee: BURGESS DESIGN, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 010255 622.15 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 622.15 Total: $622.15 doc: Receiot -06 Printed: 12 -01 -2010 "- 4�:r�.- ,°,'= 4:..�:•s�vSr.yi •, rS. • ,. • r • INSPECTION NO. INSPECTION RECORD Retain a copy with permit er- -y CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 I:$ /O z3-245 PERMIT NO. (206) 431 -3670 Project: 61-oth - a vf,s-- Type of Inspection: 6240e/Ale _.FiA/.,. t. Address: G� /Gave' /m t57 ,t A/4 D to Called: D Date Wanted: 3 -.c- fir'- / / a.m. .ff., Special Instructions: t (7.9// %0 s s?4'P' 0 4/ 802 3c9 -0/ Requester: L 19C /C7 Phone No: 02061593 -956' / bi,Approved per applicable codes. Correcti a required prior to approval. COMMENTS: d G Lg j`i/ L __ P /PeC/F6 r rte' ;1-C1~A %A /i/ nsp Date: �. // R NSPECTION FEE REQUIRED. Prior o next inspection. fee must be�: aid at 6300 Southcenter B vd.. Suit, 100. Call to schedule reinspection. • • INSPECTION:. RECORD Retain a copy with permit . INSPECTION PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6t:1\ 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 g:: Proje� t: M Sir - ; t Type of Inspection: - L \ i41i- 4b Address: 1(o0 o 0 G In f .t S :e/1Sea/ Date Called: _..-_ Special Instructions: M+ � ,A-7 c_�/- 04r7fl7- () It, / Date Wanted: 3— Z�-�C,7 p.m. Requester: Phone No: � _i� lJ ��� �/ W f Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Insp-ctor: Date: ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD, • GAIX- • .Retain a copy with permit ,/+ PERMIT NO. • CITY OF TUKWILA.BUILDING DIVISION' 6300 Southcenter Blvd., #100; Tukwila. WA 98188 ' (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: ' + , • , Type of Inspection: Address: J� O' Special Instructions: f /.5r/ l Date Called: A"4 - Date Wanted: a.m.. Requester: _ Phone No: ..2..4, ‘ : / -ar. 715 Approved per applicable codes' El Corrections required priorto approval. - • COMMENTS: + , • , 5 J.63c445-1) ae:4-. rz_tx ii _AL -L. L� i ws / , Px. fiy Vit 1 Y , • I V i - Arigifor ---,,■'"e: ., y . IDate1j r REINSPECTION FEE REQUIRED. PriorEo, next inspection, fee must:be 17-1 paid.at & 00 Southcen er Blvd . Suite 10,O. Call to scheduleri-eir3tpection. _ �., �. • - -4, • -psr -.- .win :. F•:. • • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 41v. CITY OF TUKWILAOBUILDING DIVISION 6 .(0 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Prmianspection Request Line (206);431 -2451 Projec G�6J3 jilltiCJI Type of I ection: A -kkihG -- r/_ Address: :„ , Date Called: 3�oY 3� .i' � J - SpeciarInstructions%•" • Date Wanted: — '� - - 1 a.m. p.m. Requester: . PIone Nro: q/ g 0 Approved per•applicable codes. .a Corrections required prior to approval. 3 . CRIMEITS: , ; . • �� C .il + -- r/_ ; alit 3�oY 3� .i' � J - • • Ins ector: 11. -•4 Dater REINSPECTION FEE-,REQU RED. Prior to next .inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100: Call to.schedule reinspection: 7 qCF•tr„gtxv .:-.,;+fir qua+ . verptifi INSPECTION RECORD •R•e'aacopy with permit INSP CTION NO. a d PERM NO. CITY OF TUKWILA•'BUILDING DIVISION Va' 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 31 -3670 ' Permit Inspection Request Line (206).431 -2451 Project: Type of Inspection: A. dress: [01 R +SSE 0.ig�� Date Called: k,i' Special Instructions: . Date Wanted: Requester: Phone N . DApproved.per applicable'co'des. • •Corrections required prior to•approval. • • COMMENTS: ti nspe tor: Date: It REINSPECT* FEE REQUIRED.-Prio 4gmext.inspection. fee:must be"' a ON at 6300 Southcenter Blvd., Suite 1'0.1Call to schedule reinspection. :K• WTSInn- T.6"Q2"+4�'." ' •2 zt •""'fir..- "�@;•f�'� 9 INSPECTION NUMBER INSPECT-ION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: U At L. 4-2(i-P Sf Type of Inspection: S( - u4A-c, tf .c .CI A.) L_ Contact Person: Address: d day c k i iSo j e.• Suite #: 3 o 0 Special Instructions: - Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: • 5P"' P" - b� Needs Shift In s ection: P Sprinklers: 1" Fire Alarm: A) Hood & Duct: N Monitor: Pre -Fire: Permits: f)o+ & Occupancy Type: (,3 Inspector: A., Date: 3/9/i, 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 1/13/06 T.F.D. Form F.P. 113 1 r INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit • b 5r> PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -440 Project:' 44 �[ L9'10104/- 1414-r ve 51- ._ Type of Inspection: SP Co u Address: X8800 C v-, -41e» se-w Suite #: 0 4 a- 0• Contact Person: -r_ Special Instructions: Phone No.: .e)(0-- 6oS'- COS-6 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ''b Co v -R-1/ ) Needs Shift Inspection: ._ Sprinklers: Fire Alarm: . • Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: _____5-__ Date: .0 - 11- 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 1/13/06 T.F.D. Form F.P. 113 S PERMT COQRD COPY � PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -325 DATE: 12/01/10 PROJECT NAME: GLOBAL HARVEST /MBI MILLS SITE ADDRESS: 16000 CHRISTENSEN RD, STE 300 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPART EN S:` B i ng `,visione,l Public Wovrks `� /_10214,_, liA .1-14)C li- -0 t F re Prevention P a ning Ivlslon 4., Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12/02/10 Complete N, Incomplete n Not Applicable Comments: n Permit CenterrUse Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Building Please Route REVIEWER'S INITIALS: Structural Review Required No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 12/30/10 Not Approved (attach comments) n 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 Per Friendly Page General /Specialty Contractor A business registered as a construction contractor with LEt1 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 D P INC GENERAL CONTRACTORS UBI No. 601515833 Phone 2063612989 Status Active Address 19909 Ballinger Way Ne License No. DPINCGC066BU Suite /Apt. License Type Construction Contractor City Seattle Effective Date 1/31/1994 State WA Expiration Date 1/31/2012 Zip 98155 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company ther Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status PATTICC034MH PATTISON CONSTRUCTION CO LLC Construction Contractor General Unused 7/8/1997 2/17/1998 Archived PATTICA066DQ PATTISON CONSTRUCTION Et ASSOC Construction Contractor General Unused 3/18/19942/17/1998 01/31/2008 Archived DODSOPI101J6 DODSON PATTISON INC Construction Contractor General Unused 4/2/1990 3/26/1994 Archived ACECO" 179L0 ACE CONSTRUCTION Construction Contractor Carpentry/Framing Painting /Wallcovering 6/20/1983 6/16/1986 Archived VANSND'176B0 VAN'S NORTHWEST DRYWALL Construction Contractor Dry Walt Painting /Wallcovering 1/20/198311/1/1983 INS CORP Archived ALLAMD'184BN ALL AMERICAN DRYWALL Construction Contractor Dry Wall Painting /Wallcovering 1/15/1982 1/15/1983 Archived Business Owner Information Name DODSON, WILLIAM Role President Effective Date Expiration Date 01/31/1994 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 5 DEVELOPERS STY & INDEMNITY CO 791078C 01/31/2008 Until Cancelled $12,000.00 02/25 /2008 4 CBIC SA6377 01/31/2002 01/31/2008 01/31/2010 $12,000.00 01/09/2002 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 OHIO CASUALTY INS CO BK01153724175 01/31/2009 01/31/2011 $1,000,000.00 01/22/2009 12 OOHIO CAS INS BK00953724175 01/31/2008 01/31/2009 $1,000,000.00 04 /04/2008 LIBERTY 11 NORTHWEST C04162102 01/31/2008 01/13/2009 $1,000,000.00 01 /31/2008 INS CORP https://fortress.wa.gov/lni/bbip/Print.aspx 12/14/2010 SITE PLAN REVIEWED FOR CODECOMPLIANCE APPROVED DEC 13 2110 City of BUILDING Ila VISION FILE COPY Permit -�a1- Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approv� and oonditigrucknowledged: By Date: L• , 1 6 City Of Tlukwila BUILDING DIVISION LOCATION OF WORK I RIST SF \ R AD SEPARATE PERMIT REQUIRED FOR: ® Mechanical I Electrical tri Plumbing Gas Piping City of Tukwila BUILDING DIVISION 0 10 25 50 0 ii 11 11 100 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 200 11 CI7YOFEANLA UtG O l 2010 PERMIT CENTER GLOBAL HARVEST FOODS Tenant: GLOBAL HARVEST RIVERVIEW PLAZA, BUILDING II 16000 CHRISTENSEN ROAD, SUITE 300 TUKWILA, WA 98188 11! UNICOY A Tenant Improvement for: UNICO PROPERTIES 16040 CHRISTENSEN ROAD, SUITE 100 SEATTLE, WA 98118 e e� burgess design interiors 0 architecture 1326 Tifth Avenue Suite 500 . Se the . WA 78101 T(t 206.587.7120 FAX :206. 587.7122 All reproduction & intellectual property rights reserved c 2010 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 No. Issue Description Date TENANT REVIEW SET 11.21.10 PERMIT SET 11.30.10 Drawn by: MK Project No: 10.8203.00 Reviewed by: KK /MM SITE PLAN p10 -325 Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.2 OLOBAI HARYUT FOODS Tenant: GLOBAL HARVEST RIVERVIEW PLAZA, BUILDING II 16000 CHRISTENSEN ROAD, SUITE 300 TUKWILA, WA 98188 1i! UNICO' A Tenant Improvement for: UNICO PROPERTIES 16040 CHRISTENSEN ROAD, SUITE 100 SEATTLE, WA 98118 burgess design ( interiors 0 architecture 1.126 101h ,trrn"r lode !•OB `.r dile WA 11001 Ill 75A ;N7.71 JO I.A % -noi SA7 7111 All reproduction & intellectual property rights reserved c 2010 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 !;E ISTERED i iCHITECT KIP G. KOLODZIEJSKI STATE OF WASHINGTON No. Issue Description Date TENANT REVIEW SET 11.21.10 PERMIT SET 11.30.10 Drawn by: MK Reviewed by: KK /MM Project No: 10.8203.00 COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36 ". Scale entities accordingly if reduced R G.O.O 1)10- GENERAL NOTES ARCH / INTERIOR ABBREVIATIONS BUILDING SUMMARY PROJECT TEAM 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND /OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. „ 9. THE USE OF WORD PROVIDE SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND /OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND /OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. 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 ARCH - ARCHITECTURAL MTD - MOUNTED ACT - ACOUSTICAL CEILING TILE MTL - METAL 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 CONF - 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 ow - DISHWASHER RA - RETURN AIR DWG - DRAWING RCP - REFLECTED CEILING PLAN REC EA -EACH - 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 FD - FLOOR DRAIN SCHED - SCHEDULE FE - FIRE EXTINGUISHER SF - SQUARE FEET /FOOT FEC - FIRE EXTINGUISHER CABINET SHT - SHEET FFE - FINISH FLOOR ELEVATION SIM - SIMILAR FIN - FINISH SPEC - SPECIFICATION FLUOR - FLUORESCENT SPKLR - SPRINKLER FLR - FLOOR SPKR - SPEAKER FO - FACE OF SQ - SQUARE FOIC - FURNISHED BY OWNER, INSTALLED STD - STANDARD BY CONTRACTOR STL - STEEL FTIC - FURNISHED BY TENANT, INSTALLED STOR - STORAGE BY CONTRACTOR FURR - FURRING STRL - STRUCTURAL GA - GAUGE STRUC - STRUCTURAL SYMM - SYMMETRICAL GC - GENERAL CONTRACTOR GL - TBD - TO BE DETERMINED GWB - GYPSUM WALLBOARD TEL - TELEPHONE OR TELECOM TEMP - TEMPERED HC - HANDICAPPED HOW - HARDWARE THK - THICKNESS - 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 LF - LINEAR FOOT VIF - VERIFY IN FIELD MATL - MATERIAL W/ -WITH MAX - MAXIMUM WC - WATER CLOSET MDF - MEDIUM DENSITY FIBERBOARD WD - WOOD W/0 - WITHOUT 1. PROJECT ADDRESS: GLOBAL HARVEST RIVERVIEW PLAZA, BUILDING 11 16000 CHRISTENSEN RD, SUITE 300 TUKWILA, WA 98188 2. APPLICABLE CODES & ORDINANCES: A BUILDING CODES INTERNATIONAL BUILDING CODE - 2009 B REGULATIONS & ORDINANCES NFPA C ACCESSIBILITY INTERNATIONAL BUILDING CODE - 2009 ICC /ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES - 2003 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: VB FIRE RESISTIVE SYSTEM: SPRINKLERED (NON NFPA13 - QUICK RESPONSE HEADS) OCCUPANCY TYPE: 'B' OFFICE 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: SHAFT ENCLOSURES: 2 HOURS EXIT STAIR ENCLOSURES: 1 HOURS CORRIDORS: 1 HOUR 5. EXITS: APPROXIMATE AREA OF CONSTRUCTION: 3,000 SQFT TOTAL APPROXIMATE SUITE AREA: 4,386 SQFT TOTAL APPROXIMATE FLOOR AREA: 14,103 SQFT OCCUPANT LOAD FACTOR: 100 NUMBER OF TOTAL PROPOSED OCCUPANTS: 44 NUMBER OF EXITS REQUIRED: REQUIRED; 2 PROVIDED (EXISTING) MINIMUM EGRESS WIDTH REQUIRED: 3' -8" COMMON PATH OF EGRESS TRAVEL: 75' 6. PROJECT DESCRIPTION: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT. NEW PARTITIONS, DOORS, FINISHES. TENANT: GENERAL CONTRACTOR: Global Harvest DP Incorporated General Contractors 16000 Christensen Road, Suite 300 19909 Ballinger Way NE Tukwila, WA 98188 Seattle, WA 98155 Tel: 888- 290 -9430 Tel: 206 - 361 -2989 Fax: 206 - 957 -1362 Fax: 206- 362 -3665 ATTN: Lisa Tener/ Rachel Dwyer ATTN: Holland Hill ARCHITECT /DESIGNER: PLUMBING ENGINEER: Burgess Design, Inc. TBD - Bidder Design Build by G.C. 1326 - 5th Avenue, Suite 500 Tel: 206.587.7120 .587.7 20n 98101 MECHANICAL ENGINEER: Tel: 206.587.7120 TBD - Bidder Design Build by G.C. Fax: 206.587.7122 ATTN: Meredith McPoland ELECTRICAL ENGINEER: TBD - Bidder Design Build by G.C. BUILDING MANAGER: Unico Properties FIRE /LIFE SAFETY ENGINEER: 16040 Christensen Road, Suite 100 TBD - Bidder Design Build by G.C. Tukwila, WA 98188 Tel: 206.890.4648 ATTN: Ross Peyton PLUMBING, MECHANICAL, ELECTRICAL, LIFE SAFETY PERMITS UNDER SEPARATE SUBMITTALS. LEGAL D E S C R I P T I 0 N PARCEL NO / • PARCEL NUMBER: 252304 -9077 LEGAL DESCRIPTION: POR W H GILLIAM D C NO 40 & OF SW 1/4 OF SW 1/4 OF SEC 24 -23 -04 & OF GL 1 OF SEC 25 -23 -04 DAF - COMM SW COR OF PARCEL 1 OF CITY OF TUKWILA SHORT PLAT NO 78 -16 -SS RECORDING NO 7906050098 TH N 00 -14 -00 W 188.41 FT TH S 89 -47 -00 E 10 FT TH N 00 -14 -00 W 6.52 FT TH N 10 -34 -00 W 17.37 FT TH S 63 -07 -11 E 88.05 FT TH S 42 -04 -00 E 70.22 FT TH S 57 -57 -21 E 102.40 FT TH S 84 -35 -20 E 121.50 FT TH N 71 -04 -07 E 25 FT TH S 02 -13 -37 W 106.77 FT TH N 87 -46 -23 W 6.67 FT TH S 02 -13 -37 W .99 FT TAP OF CURVE TH SWLY 25.15 FT ALG ARC OF CURVE TO RGT RAD 20 FT THRU C/A 72 -03 -23 TAP OF REV CURVE TH SWLY 6.86 FT ALG ARC OF TANGENT CURVE TO LFT RAD 62 FT THRU C/A 06 -20 -30 TAP ON SD CURVE TH S 06 -34 -56 W 66.28 FT TAP OF CURVE TH NWLY 146.87 FT ALG ARC OF NON TANGENT CURVE TO RGT RAD 935 FT RADIUS PT BEARING N 06 -32 -25 E THRU C/A 09 -00 -01 TAP ON SD CURVE TH S 15 -32 -26 W 33.50 FT TAP OF CURVE TH WLY 9.43 Fr ALG ARC OF NON TANGENT CURVE TO RGT RAD 968.50 FT RADIUS PT BEARING N 15 -32 -26 E THRU C/A 00 -33 -29 TAP ON SD CURVE TH S 16 -05 -55 W 20.97 FT TH S 00 -14 -00 E 34 FT TH N 89 -46 -00 E 29.50 FT TH S 00 -14 -00 E 144.50 FT TH S 89 -46 -00 W 69 FT TH S 00 -14 -00 E 8.50 FT TH S 89 -46 -00 W 115.50 FT TH N 00 -14 -00 W 341 FT TO POB LESS POR LY WITHIN 30 FT CITY OF SEATTLE P L R/W - AKA REVISED LOT 2 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 SPECIAL NO-FE ALL WORK SHALL BE DONE OFF HOURS AND PHASED. STREET MAP DRAWING INDEX + +'''" _.�• -•- • ' ...- -- -:. M t^ r''- «'"���� r "^ .,•r IC,,, -'.1 I, + °.+1 =, .: .--<" •, . • :: ' _. -%'`� "� �'`'' 7 ,. r:. r•' /J /r r "``r` -- �!�-�' ›..- -,,--,v �;_,::,__- `DRAWING ISSUED W t- Q o_ Z. N ; `- o_ GENERAL X X G.0.0 COVER SHEET /PROJECT INFORMATION X X G.0.1 PROJECT NOTES 1,„ ----` - - ,-;=-- . - -c- f,=''� - �._____.� _.----------c--- r`' T "k'r''"+ - �„_ REVIEWED FOR ARCHITECTURAL / INTERIORS X X A.1.1 DEMOLITION PLAN X X A.2A.1 CONSTRUCTION PLAN X X A.28.1 REFLECTED CEILING PLAN r ` ' `' MI 1.,1.4. F.. •, _ - A:;,it Of ,, ," , , , CODE COMPLIANCE c B MED ,, o DEC 13 2U10 ,, City of Tukwila BUILDING DIVISION X X A.2C.1 POWER &DATA PLAN X X A.2D.1 FINISH PLAN X X A.9.1 DOOR SCHEDULE / SIDELIGHT SCHEDULE J' DETAILS x X A.9.2 DETAILS X X A.9.3 MILLWORK / DETAILS • - ` DEFINITIONS AND DIMENSIONS KEY PLAN / FLOOR PLATE - 1 ":20' A. DEFINITIONS; RIVERVIEW PLAZA II 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 CONTRACT Q S OR 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, 1r TRUE, AND PLUMB RELATION ADJACENT MATERIALS. 5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. B. DIMENSIONS: <': :' -. F£th >` �' `6 , Y + } ��• �� � �', � // Y , ,� t S ASS 't .' {cF]✓ i y' Y +e . 1 I - ✓ ,. {„ r ''' i�• THIRD FLOOR SUITE 300 SYMBOLS � , r ;F ='! AREA OF WORK ELEVATION REFERENCE SYMBOL INDICATES FINISHED + � ,r � r '�' 1;,' r rt err • Y� , r x 7 p x i; I aR F , 1� >, ° ' r . 6 F "'. I y,? �:a try , +� !c ht } S f 3 7 [ r u d Et F � six h :t _ ,� u, , f� $r �,��{ . ;f .,' let } Lr:?i' , i} �za , , , , 5+, {s `''' + ''v € ' j' v i 1+ ; i i� % 21 ',9., rri "s 1` --� -� 1 �_ LONGEST COMMON PATH OF EGRESS ,� TRAVEL: 50 -6 1 SURFACES TO ALIGN 11 DETAIL ID DRAWING TITLE BAR L A.06.XX R DETAIL IDENTIFICATION DRAWING TITLE 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND, EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED. 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. A. STRUCTURAL DRAWINGS B. LARGE SCALE DETAILS C. SMALL SCALE DETAILS D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANS 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE C T E STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. 5 . VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF II 11 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. SHEET NO. GRAPHICAL SCALE D SECTION REFERENCE SYMBOL TITLE SEC A O o • r a� ; = a1,- 4,�? ?tq _ t•, l p 5 ,,., b $. s'•._ hA ; Aj! q '}•:rt .t � �ry4 3 �f' E i >l.; r% 4 „�7" v #kL y,.. tSPf , ! 1 -�ti• �.• �. + tk "LC Y ) ry.. _,fji 7._, 4? . : A .,..�,.� { S 1d ( Ar :• ,+ri 'r J �.. - :3 s { }.- i ..,31 -7 >. .�� �s c 4 y �,�:: �.1 ..,.4�.S,m.�., F Jr ',�ir� rr �`'i ®J i �1.• r >. ` /' { ^a e •, �� i t. -1rJ S G _ {, iy ` ,.e .r 4 t _, jr �.� ;h1 } r :s .. t e c i.: x , ,3 .. + s� r76• x�r r '�, 5 , :a � r i 5f. ,; ' f • ,K�: - ` ' , � .:; ; �` �- ._.. :.. ; ` �' + { ', , 4 ,11�n. < -' fYijiJ ? �M. 7i �• ,.. f t e lz `. J � �1�°��..Q�J.^,;,`. ,,,� a r _. __._.. + Y 7 T y °""° itr . ... ��� 1 78 _ .. � I _ - I 1 1 1 1 1 OIL I FLOOR ELEVATION SYMBOLS SHT 1 " 1 " 92 -0 +1 -0 NOMINAL FLOOR DETAIL REFERENCE SYMBOL DTL BUILDING f ELEVATION HEIGHT (ABOVE /BELOW) SPACE / ROOM ID �'s �� , t t ,,: Y'> r,; W�t of fr 1 .5 s �� ,,r r § c J ° k _ _! { \ % { k l fir } 3 h l {. i 1 f` , { , \� + / 1 `I`ylV W SHT OFFICE �- SPACE NAME • .. , , 6 , = t n Y I «� 4 ', `• .,,= w crf i �. r EXI ♦r . y �� /OR SYMBOL 1127 r-- SPACE NUMBER ti ;' 4_ .;` t ��rx'. �� '� %or .vK j S L , +r �+ y . .; { , q y � wr ;n i 'M` , ; f �' r ��, it _.� ! i• ice/ - .'.' 7 s. , (• -j x xq, , ,v Sr 'y. f� t 3' k +rF1r r EXIT "� o �.I� • "� ;a` i '-� g` t Zr ��' � u .Mu COLUMN DIMENSION AND GRID LINE LINE: CIDOOR 20' 11 20 _ (� SYMBOL Q o ? y yr;i � Am ? r 9 lS F #� tp[N + } &+J}J _' N�1 '' ,�1;� 4, � [4 ��ss7si r, �,; 7 ! 1.".11" ,t ti ARMS ItailliMi ^'t,4'.�•Z�T, v� 'ti's,.+ K. !FMS° INN= SHEET SYMBOL ANGLE DOCUMENT 0 O �- KEYED SHEET NOTES G1 Y . ` } = ti i. CI ,5640,1 MI6 � , "� ,m 1l ,`, r s "�� ; �•,tt- t, {.a�y�y3 'E lr t Y 5 jlf { �•4 N `'� i i �.' `�`Si �.f.0 1 k i.'� h ✓z:, E _ .� z > , f 't } 1 j' ;.,.,.,, Y '� M_fsF," ; Y e Hr1� R , 8 ( S Ytl �T4 1/Y+ 4. . _, r , a% a yr « � 41 �a't � �' X. ? s M 5._ ` fir' . y fi ,` _, }.: R� EIV ■/�� � 1[[rr/�[1,�I.Wj r[ VI�O ,N, \-•.� DEC 2010 �- GLAZING SYMBOL © AT CENTERLINE �- 1 REVISION NUMBER £ r ( __ • PERMIT CENTS OLOBAI HARYUT FOODS Tenant: GLOBAL HARVEST RIVERVIEW PLAZA, BUILDING II 16000 CHRISTENSEN ROAD, SUITE 300 TUKWILA, WA 98188 1i! UNICO' A Tenant Improvement for: UNICO PROPERTIES 16040 CHRISTENSEN ROAD, SUITE 100 SEATTLE, WA 98118 burgess design ( interiors 0 architecture 1.126 101h ,trrn"r lode !•OB `.r dile WA 11001 Ill 75A ;N7.71 JO I.A % -noi SA7 7111 All reproduction & intellectual property rights reserved c 2010 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 !;E ISTERED i iCHITECT KIP G. KOLODZIEJSKI STATE OF WASHINGTON No. Issue Description Date TENANT REVIEW SET 11.21.10 PERMIT SET 11.30.10 Drawn by: MK Reviewed by: KK /MM Project No: 10.8203.00 COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36 ". Scale entities accordingly if reduced R G.O.O 1)10- 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 1 - GENERAL CONDMONS 01010 SUMMARY OF WORK 1. GENERAL DESCRIPTION OF THE PROJECT: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE, UON. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT BURGESS DESIGN MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE /EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. ALL DESIGN BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR. 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 7. CONTRACTOR TO PROVIDE ALL FIRE /EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE /EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS. 10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. 11. THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS, AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL LINES AND DIMENSIONS. BEFORE DOING AND WORK, THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE SITE AND NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES. 12. THE CONTRACTORS SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS OTHERWISE NOTED. 13. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY MANUFACTURERS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE SPECIFIED. ALL MATERIAL, EQUIPMENT AND FIXTURES SHALL BE CODE WORTHY WITH ALL PROPER JURISDICTIONAL APPROVALS. DMSION II - SITE WORK 02050 - DEMOLITION 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE /DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLAN / SPACE PLAN WITH WORK LETTER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED, ALTERED OR REWORKED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "UKE -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. 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 QUAUTY 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 ROOM NUMBER EACH CONF�RM QUANTITY W WITH MBUILD BUILDING MANAGEMENT. SUITE. ALL KEYS TO BE TAGGED WITH 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 pig FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE. 09650 - RESILIENT FLOORING 1. PROVIDE VCT, SHEET UNOLEUM, 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 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 PER MANUFACTURERS SPECIFICATION, UON. 6. UNLESS SPECIFIED ALL RUBBER BASE SHALL BE COVED BASE. 09680 - CARPET 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. 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'. CODE COMp QED FOR PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 11. PROVIDE PROPER SMOKE GASKETS AT RATED ASSEMBLIES. PRnvED IA�� - 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. 12. MATCH BUILDING STANDARD SPECIFICATIONS AND FINISHES. 13. THE FOLLOWING UL LISTING 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 VERIFY WITH BUILDING STANDARD & MANAGEMENT AND INFORM ARCHITECT IF BUILDING COMPLY. DEC 13 201C City of Ti w• nn 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES ijL W DIVISION A) (I EDI WOODWORK TO BE FINISHED WITH ONE STANDARD DOESN'T B) SEALED WOODWORK TO BE STAINED PER FINISH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 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. pMSION 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. n n n 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. 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 VINYL, UON. 7. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. QMSION 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. 14. FIRE AND SMOKE SEPARATION ASSEMBLIES SHALL BE MARKED AS REQUIRED IN IBC 2009 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 CEIUNGS 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 CEIUNGS 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 CEIUNG GRID, UON. 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 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 BUNDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. MATCH EXISTING CONDITIONS UON. 3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1" MINI -BUNDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARC CT FOR R DMSION XV - MECHSNIGAL 15400 - PLUMBING 1. PROVIDE SUPPLY, WASTE AND VENT LINE, ALVES, F TI ETC. REQ D FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, OR PER BUILDING STANDARD, UON. 4. PROVIDE HOT AND COLD WATER TO SINKS /DISHWASHERS IF APPLICABLE. 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE. VERIFY LOCATIONS WITH BUILDING MANAGEMENT AND INSPECTORS. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 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 CEIUNGS. 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 OWNER SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT UMITED 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. 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 COMPUANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A -10BC 5 -LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE, UON. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. VERIFY LOCATION WITH FIRE MARSHALL. WHEN REQUIRED BY CODE, PROVIDE 1 WALL MOUNT TYPE IN EACH SERVER ROOM OR LABORATORY. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE HORNS AND STROBES. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. 9. USE OF NFPA 13 QUICK RESPONSE HEADS MAY BE REQUIRED. CONTRACTOR SHALL VERIFY EXTENT OF QUICK RESPONSE HEADS BY CITY FOR THIS PROJECT. 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. DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DIS 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. 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. REFER TO DESIGN /BUILD CIPLINE. COORDINATE EXACT 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 COMPUANCE. 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 UGHT 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. RECEIVkp CITY OF TUK{MLA 14. EXIT SIGNS SHALL HAVE UL #924. DEC 01 2010 PERMIT CENTER GLOBAL HARVEST FOODS Tenant: GLOBAL HARVEST RIVERVIEW PLAZA, BUILDING II 16000 CHRISTENSEN ROAD, SUITE 300 TUKWILA, WA 98188 UNICO'" A Tenant Improvement for: UNICO PROPERTIES 16040 CHRISTENSEN ROAD, SUITE 100 SEATTLE, WA 98118 burgess design 'interiors 0 architecture 1118 f Jlh A■rnue S■te 500 k1111r . l' A 9$101 Ill 1G6587.71 /0 1A1(.704. 5611171 All reproduction & intellectual property rights reserved c 2010 Professional seal 7196 REGISTERED ARCHITECT (IP G. KOLODZIEJSKI STATE OF WASHINGTON No. Issue Description Date TENANT REVIEW SET 11.21.10 PERMIT SET 11.30.10 Drawn by: MK Reviewed by: KK /MM Project No: 10.8203.00 PROJECT NOTES Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.1 DEMOLITION PLAN 0 8' 16' 24' 1 /8" = 1'— 0" REVIEWED FOR CODE CO MPLIANCE APonnvED DEC 13 2010 City of Tukwila BUILDING DIVISION DEMOLITION SYMBOLS _ EXISTING CONSTRUCTION TO BE REMOVED EXISTING CONSTRUCTION TO REMAIN GENERAL DEMOLITION NOTES 2. 3. REFER TO CONSTRUCTION PLAN AND CEIUNG PLAN FOR EXTENT OF DEMOLITION. SAVE AND STORE ALL UGHT FIXTURES, EXIT SIGNS, DOORS & HARDWARE FOR RE —USE, UON. 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. REMOVE ALL FLOOR AND WALL FINISHES EXCEPT FOR EXISTING ROOMS NOTED AS NOT IN CONTRACT OR OTHERWISE INDICATED IN THE KEY NOTES. KEYED SHEET NOTES DEMO DOOR, FRAME, AND HARDWARE — TO BE STORED OR VERIFY WITH BUILDING MANAGEMENT. DEMO REUTE AND FRAME — TO BE STORED OR RELOCATED WITH BUILDING MANAGEMENT. REMOVE PORTION OF EXISTING PARTITION FOR INSTALLATION A.9.1 FOR FURTHER INFORMATION. RELOCATED AND REINSTALLED WHERE APPLICABLE. AND REINSTALLED WHERE APPLICABLE. VERIFY OF NEW SUDING BARN DOOR. SEE A /A.2A.1 & EXISTING BASE AND UPPER CASEWORK TO REMAIN. DEMO EXISTING CASEWORK. PATCH AND REPAIR FLOOR AS REQUIRED FOR NEW FINISH. REMOVE EXISTING FLOORING MATERIAL, PATCH AND REPAIR SURFACE AS REQUIRED FOR INSTALLATION OF NEW FLOORING MATERIAL. REFER TO A.2D.1 FOR FURTHER INFORMATION. EXISTING A/C UNIT TO BE REMOVED AND RELOCATED. REFER TO CONSTRUCTION PLAN FOR ADDITIONAL INFORMATION. TENANTS EXISTING SERVER/ PHONE BOARD LOCATION. COORDINATE ALL REMOVAL, TEMPORARY SERVICE AND RELOCATION WITH TENANT AND TENANTS VENDOR. REMOVE PORTION OF EXISTING PARTITION. REFER TO CONSTRUCTION PLAN FOR ADDITIONAL INFORMATION. CIRECEi��D TE OF 1 u■ DEC 01 2010 PERMIT CENTER OLOBAL HARVEST FOODS Tenant: GLOBAL HARVEST RIVERVIEW PLAZA, BUILDING II 16000 CHRISTENSEN ROAD, SUITE 300 TUKWILA, WA 98188 111 UNICO'" A Tenant Improvement for: UNICO PROPERTIES 16040 CHRISTENSEN ROAD, SUITE 100 SEATTLE, WA 98118 burgess design 'interiors CO architecture 076 (Mir A:rn"r Swir S(1D. Sr Me V.A 641I01 111 706567.71)0 IAX 7114. SAY 11u All reproduction & intellectual property rights reserved c 2010 Professional seal 71D6 REGISTERED ARCH!TECT tip G. }(O7.00Zi'E.1SKa STATE OF WASHINGTON No. Issue Description Date TENANT REVIEW SET 11.21.10 PERMIT SET 11.30.10 Drawn by: MK Project No: 10.8203.00 Reviewed by: KK /MM DEMOLITION PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.1.1 CONSTRUCTION PLAN 0 8' 16' 24' 1 /8" = 1'— 0" SYMBOL LEGEND >d - 11 EXISTING CONSTRUCTION TO REMAIN NEW INSULATED INTERIOR PARTITION CONSTRUCTION, PER DETAIL K /A.9.1 NEW ONE HOUR RATED PARTITION CONSTRUCTION, PER DETAIL J /A.9.1 FULL HEIGHT SIDELIGHT PARTIAL HEIGHT SIDELIGHT NEW CASEWORK / MILLWORK LINE OF UPPER CABINETS F.E.C. 0 NEW OR EXISTING FIRE EXTINGUISHER GENERAL CONSTRUCTION NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 4. WHERE PARTTIION LAYOUT INTERSECTS EXISTING SHELL /CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. 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. VERIFY AND PROVIDE MINI BLINDS AS REQUIRED AT ALL NEW SIDELIGHT ASSEMBLIES. VERIFY WITH TENANT. KEYED SHEET NOTES PROVIDE A/D FIRE TREATED PLYWOOD PHONE BOARD. COORDINATE SIZE REQUIREMENTS WITH TENANT. THIS ROOM IS LESS THAN 110 SQUARE FEET. MAXIMUM OCCUPANCY = 7. PROVIDE STANDARD AND BRACKET SHELVING AT THIS LOCATION, REFER TO F /A.9.3 FOR ADDITIONAL INFORMATION. PROVIDE PLASTIC LAMINATE COUNTER TOP AT THIS LOCATION. COORDINATE ALL BRACING LOCATIONS AND MOUNTING HEIGHT WITH TENANT AND TENANTS FURNITURE. VERIFY ADJACENT CORRIDOR PARTITION CONSTRUCTION AND MATCH. RE— INSTALL TENANTS A/C UNIT AT THIS LOCATION, PROVIDE ALL ASSOCIATED DUCTING AND POWER AS REQUIRED. EXISTING VESTIBULE TO BE MODIFIED, ALL SAFETY FEATURES ARE TO BE REPLACED FROM EXISTING. CODECOMPLIANCI APPROVED DEC 13 2010 City of Tukwila BUILDING DIVI,SInm PRICING ALTERNATES TO BE PRICED SEPARATELY PROVIDE LINE ITEM PRICING FOR NEW FLUORESCENT DIRECT /INDIRECT LIGHTING FIXTURES THROUGHOUT. LITHONIA AVANTE. BO PROVIDE LINE PRICING FOR DOOR ASSEMBLY TO HAVE GLASS INSET. CO PROVIDE LINE ITEM PRICING FOR REMOVAL OF EXISTING CASEWORK AND PROVIDE NEW BASE CABINETS AND UPPERS WITH ADA SINK. SHOULD ALTERNATE BE SELECTED A DETAILED ELEVATION WILL BE PROVIDED. PROVIDE LINE ITEM PRICING TO RE— SURFACE EXISTING RECEPTION DESK WITH NEW PLASTIC LAMINATE FINISH. SHOULD ALTERNATE BE SELECTED FINISHES WILL BE SELECTED BY TENANT. IN LIEU OF PROPOSED CPT -1 THROUGHOUT, PROVIDE LINE ITEM PRICE FOR SHAW PATTERN: TRANSPARENT CARPET TILE, COLOR: TBD. INSTALLED DIRECT GLUED. PROVIDE LINE ITEM PRICING FOR 3M FASARA WINDOW FILM AT THIS LOCATION. FINAL DESIGN TBD. CIIYOFTUKIMLA DEC 01 2010 PERMIT CENTER 'awt waviest Or MORAL HARVEST FOODS Tenant: GLOBAL HARVEST RIVERVIEW PLAZA, BUILDING II 16000 CHRISTENSEN ROAD, SUITE 300 TUKWILA, WA 98188 111 UNICO'° A Tenant Improvement for: UNICO PROPERTIES 16040 CHRISTENSEN ROAD, SUITE 100 SEATTLE, WA 98118 burgess design I interiors 0 architecture ,171; irrur S•••.• Sr ,Ur . .A 94101 III )Oh SR7.777O FAX )DL 5p7 717) All reproduction do intellectual property rights reserved c 2010 Professional seal 7196 REGISTERED ARCHITECT KIP r.1ZOL.OD73EJSKiI STATE OF WASHINGTON No. Issue Description Dote TENANT REVIEW SET 11.21.10 PERMIT SET 11.30.10 Drawn by: MK Project No: 10.8203.00 Reviewed by: KK /MM CONSTRUCTION PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2A.1 NFEREN SU1 M R ' NtW — .FFICI OFFECE EM C, SUSTO ". Er MI OFFICE FFIr. _302 I 303 __ 305 lMa©A -- _____ -- a INI ® 1 I I Will 11111111111-1 ms 111�� ■i■% mimil mINIILIMI 1 h NM • III III' %1 .._��� OPEN OFFICE f --1 ■. . Pi I ■ w, 13 1 A - -- Er■-isizail era erimmip■ mg ir■mi m--m-E-Arn NE= ouporz...amlorii 11, s k` { ■�����. ram Imo■ 11 !■ ,� ` ■�% ma IOW i If %■O 11 I — II III 1 II A il a t�' S: 1■ p° : ■ ■ • am III' 1 �� M' ■ ■ Mil a N— BREAK -1 IN 141 ■ 3 4 ry N OPEN OFF j .510 Limmi" — II•�� ■ V■ I MI ql m rx x *x: t> s Nval � "k � INIr I■I■ �'j�`4.. 11 M1..A } 41.F ST.:.' ■I■ a.y � h � r j M1 t 11 L -1■ 11 I�.k i■I■ 11 r�1 �1ff I■I :pyi MI M = j I mum ■ {fi7'YS si^T � REFLECTED CEILING PLAN A) 0 8' 16' 24' 1/8" = 1'— 0" REVIEWED FOR CODE COMPLIANCE 6 F fVIED DEC 13 2010 City of Tukwila BUILDING DIVISION CEILING LEGEND — LIGHTING SYMBOL DESCRIPTION /SPEC 0 EXISTING RECESSED CAN LIGHT TO REMAIN. EXISTING 2' X 4' FLUORESCENT FIXTURE TO REMAIN. EXISTING RECESSED CAN UGHT TO BE REMOVED. r ;71 EXISTING 2' X 4' FLUORESCENT FIXTURE TO BE REMOVED. N/R 0 N = NEW R = RELOCATED NEW OR RELOCATED RECESSED CAN LIGHT. N/R N = NEW R = RELOCATED NEW OR RELOCATED 2' X 4' FLUORESCENT FIXTURE. AREA OF NEW ACT CEIUNG GRID AND TILES EXISTING EXIT SIGN TO REMAIN. COORDINATE WITH CODE OFFICIAL EXISTING EXIT SIGN TO BE REMOVED ®N /R N = NEW R = RELOCATED NEW OR RELOCATED EXIT SIGN. COORDINATE FINAL LOCATION WITH CODE OFFICIAL CEILING LEGEND — CONTROLS SYMBOL DESCRIPTION NEW SWITCH LOCATION. NEW DIMMER SWITCH LOCATION 3 NEW THREE -WAY SWITCH LOCATION to- EXISTING V!" DESIGNATES SWITCHING CIRCUIT. GENERAL RCP SHEET NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ARCHITECTURAL REFLECTED CEIUNG PLANS INDICATE TYPE AND LOCATION OF UGHT FIXTURES REFER TO DESIGN BUILD ELECTRICAL DRAWINGS AND DESIGN BUILD UFE SAFETY FOR COMPLETE REFLECTED CEIUNG PLAN DESIGN. 3. UGHT 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 CEIUNG GRID AND TILES EXISTING TO REMAIN. 6. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY /RETURN GRILLS PRIOR TO COMPLETION OF PROJECT. 7. ELECTRICAL SUB - CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE RELOCATED. 8. ELECTRICAL SUB - CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES DESIGNATED AS NEW. 9. RECIRCUIT AS NECESSARY. 10. DRAWING SHOWS ONE METHOD OF PROVIDING EGRESS ILLUMINATIONFOR IBC 2009. 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 SPACE. KEYED RCP NOTES 1O SEE PRICING ALTERNATE ON A.2A.1 <> VERIFY NEW SWITCHING FOR OTHER TENANT SUITE WITH BUILDING MANAGEMENT. O. EXISTING SWITCHING AT THIS OFFICE TO BE MODIFIED AS NECESSARY. LIGHTING SUMMARY 2004 Washington State Nonresidential Energy Code Compliance Form Lighting Summary LTG —SUM 2004 Project Info Project Address GLOBAL HARVEST Date 11/21/10 16000 CHRISTENSEN RD SUITE 300 For Building Department Use TUKWILA, WA 98188 Applicant Name: BURGESS DESIGN INC. Applicant Address: 1326 FIFTH AVENUE, %500, SEATRE, WA 98101 Applicant Phone: 206 587 7120 Project Description ❑ New Bolding ❑ Addition El Alteration Compliance Option ❑ Prescriptive Da lighting Power Allowance ❑ System Analysis (See Qualification checklist (aver) Indicate Prescriptive d< LPA spaces chary on plans) ❑ No changes are being made to the lighting ® Less than 60% of the fixtures or new and installed gghting wattage is not teeing in cn+avedr,ltp,n CI LA DEC 01 2010 GLOBAL HARVEST FOODS 1 1 Tenant: GLOBAL HARVEST RIVERVIEW PLAZA, BUILDING II 16000 CHRISTENSEN ROAD, SUITE 300 TUKWILA, WA 98188 ICI UNICO" A Tenant Improvement for: UNICO PROPERTIES 16040 CHRISTENSEN ROAD, SUITE 100 SEATTLE, WA 98118 ••, burgess design I interiors 0 architecture 111R aIr A+t,wt Suite 500 St Mir . V.A 914101 III )Ori5R771)( (At 10. .877111 All reproduction & intellectual property rights reserved c 2010 Professional seal 7196 _'"'"""°'""••••'' FIGS TERM 1 ARCHITECT STATE (i AIA NIN(5TQN .,r No. Issue Description Dote TENANT REVIEW SET 11.21.10 PERMIT SET 11.30.10 Drawn by: MK Project No: 10.8203.00 Reviewed by: KK /MM REFLECTED CEILING PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2B.1 POWER AND DATA PLAN 0 8' 16' 24' 1/8" = 1'— 0" (CODREVIEWED FOR COMPLIANCE P f VED DEC 13 2010 City of Tukwila BUILDING DIVISION WALL MOUNTED DEVICES SYMBOL DESCRIPTION EXISTING TO REMAIN DUPLEX OUTLET ( # DENOTES MOUNTING HT IN INCHES) QUADRAPLEX OUTLET DEDICATED DUPLEX OUTLET VOICE & DATA COMBINATION OUTLET PROVIDE JUNCTION BOX IN WALL FOR TENANT SUPPLIED FURNITURE WHIP. VERIFY BEST LOCATION. VERIFY POWER /DATA REQUIREMENTS FOR EA. WORKSTATION WITH TENANT AND FURNITURE SUPPLIER. MISC. NOTATION N DENOTES A NEW DEVICE GF1 DENOTES A GROUND FAULT INTERRUPT CIRCUIT T DENOTES TIMER GENERAL SHEET NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ELECTRICAL SUB — CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE WORKING CONDITION OF ALL EXISTING OUTLETS NOTED TO REMAIN. 3. ALL OUTLETS SHOWN ARE APPROXIMATE. DUE TO HIDDEN CONDITIONS ADDITIONAL P /P /D MAY EXIST BUT NOT BE REFLECTED ON THE PLANS. 4. FURNITURE SHOWN FOR INTENT ONLY, FINAL LOCATION OF FURNITURE AND OUTLETS TO BE COORDINATED WITH TENANTS FURNITURE VENDOR. VERIFY ELECTRICAL AND VOICE /DATA REQUIREMENTS WITH TENANT. 5. UNLESS DIRECTED OTHERWISE, ALL VOICE /DATA CABLING AND EQUIPMENT ASSOCIATED WITH VOICE /DATA SERVICE INCLUDING WORK FROM BUILDING /FLOOR D —MARK TO SERVER ROOM SHALL BE FURNISHED AND INSTALLED BY TENANT. KEYED SHEET NOTES SERVER ROOM: COORDINATE POWER, COMMUNICATION, AND BTU OUTPUT WITH TENANT. 2O COORDINATE ALL POWER AND DATA REQUIREMENTS FOR TENANT WORKSTATIONS WITH TENANT AND TENANTS FURNITURE VENDOR. EQUIPMENT LIST - VERIFY ALL REQUIREMENTS WITH TENANT 1 11 6 REFRIGERATOR (BY TENANT OR G.C., G.C. TO PROVIDE COPPER WATER LINE AND HOOK UP ICE MAKER AS REQ'D) COFFEE MAKER (BY TENANT, G.C. TO PROVIDE COPPER WATER LINE) MICROWAVE (BY TENANT) SHELF SPACE IS 24 1X15" WITH AN 18" DEEP SHELF DISHWASHER (BY G.C. — BUILDING STANDARD 4 —CYCLE RESIDENTIAL GRADE, COLOR PER TENANT) HOT WATER HEATER (BY G.C. — VERIFY AND COORDINATE WITH BUILDING MANAGEMENT AND CODE COMPLIANCE) FILTERED WATER MACHINE (BY TENANT, VERIFY FINAL LOCATION AND REQUIREMENTS, G.C. TO PROVIDE COPPER WATER LINE) citvSRUIu► Lite o i 200 PERMIT CENTER GLOBAL HARVEST FOODS Tenant: GLOBAL HARVEST RIVERVIEW PLAZA, BUILDING II 16000 CHRISTENSEN ROAD, SUITE 300 TUKWILA, WA 98188 ih UNICO A Tenant Improvement for: UNICO PROPERTIES 16040 CHRISTENSEN ROAD, SUITE 100 SEATTLE, WA 98118 e I , burgess design interiors ® architecture 1376141t. Armor )unr SO) Sr dtlr . WA 911101 111 706 5111.71)0 1A %:704 181 7177 All reproduction & intellectual property rights reserved c 2010 Professional seal 7196 REGISTERED ARCHITECT t.7,pf^.k;�LC t.! -StCI STAVE OE WASHINGTON No. Issue Description Date TENANT REVIEW SET 11.21.10 PERMIT SET 11.30.10 Drawn by: MK Reviewed by: KK /MM Project No: 10.8203.00 POWER & DATA PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2C.1 FINISH FLOOR PLAN 0 I � 8' 16' 24' 1 /8" = 1'- 0" REVIEWED OR CODECOMPLIANCE APPROVED DEC 13 2U1U City of Tukwila BUILDING DnriSI(Th FINISH SPECIFICATIONS SYMBOL MANUFACTURER DESCRIPTION BASE B -1 ROPPE 4 "h COVED /STRAIGHT RUBBER BASE. COLOR: TBD CARPET CPT -1 SHAW PATTERN: TBD FIELD CARPET COLOR: TBD INSTALLED: OVER MANUFACTURER SUGGESTED PAD CPT -2 TBD ACCENT CARPET COLOR: TBD INSTALLED: OVER MANUFACTURER SUGGESTED PAD VINYL COMPOSITION TILE VCT -1 ARMSTRONG 12" X 12" STANDARD EXCELON 1/4 TURNED. COLOR: TBD TRANSITION STRIP: MATCH BASE COLOR VCT -2 ARMSTRONG 12" X 12" STANDARD EXCELON 1/4 TURNED. COLOR: TBD TRANSITION STRIP: MATCH BASE COLOR PAINT P -1 MILLER ACRO GWB EGGSHELL FINISH COLOR: TBD P -2 MILLER ACRO GWB EGGSHELL FINISH COLOR: TBD P -3 MILLER ACRO GWB EGGSHELL FINISH COLOR: TBD PLASTIC LAMINATE PL -1 TBD PLASTIC LAMINATE HORIZONTAL SURFACES /BACKSPLASH. LAMINATE COLOR: TBD INTERIOR MELAMINE COLOR — WHITE PL -2 TBD PLASTIC LAMINATE VERTICAL SURFACES LAMINATE COLOR: TBD INTERIOR MELAMINE COLOR — WHITE GENERAL FINISH NOTES 1. PROVIDE B -1 THROUGHOUT, UON. 2. PROVIDE P -1 THROUGHOUT, UON. 3. PROVIDE CPT -1 THROUGHOUT, UON. 4. REFER TO ELEVATIONS AND DETAIL SHEETS. 5. CENTER TRANSITION BETWEEN MATERIALS UNDER DOOR PER DETAILS. 6. CARPET INSTALLATION SHALL INCLUDE LIFTING OF FURNITURE, ETC. AS REQUIRED. KEYED SHEET NOTES O1 SEE PRICING ALTERNATE ON A.2A.1 2O VERIFY FINISHES WITH BUILDING MANAGEMENT c4IPMALA ULI; 01 2010 PERMIT CENTER OtOBrkL HARVEST FOODS Tenant: GLOBAL HARVEST RIVERVIEW PLAZA, BUILDING II 16000 CHRISTENSEN ROAD, SUITE 300 TUKWILA, WA 98188 UNICO A Tenant Improvement for: UNICO PROPERTIES 16040 CHRISTENSEN ROAD, SUITE 100 SEATTLE, WA 98118 • • 1 burgess design I interiors 0 architecture '116 f 1 Avr..vr Sw'r 579 Se1111r . KA 9A101 IR 105 '47.7? 10 I AY 10■ SP' 7111 All reproduction & intellectual property rights reserved c 2010 Professional seal 7196 REGISTERED ARCHIT GT 'r 1.3 (;• °OLODZIEJSKI STAFE OF WASHINGTON No. Issue Description Date TENANT REVIEW SET 11.21.10 PERMIT SET 11.30.10 Drawn by: MK Project No: 10.8203.00 Reviewed by: KK /MM FINISH FLOOR PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2D.1 " BOTTOM OF STRUC FIRE RATED SEALANT ALL PENETRATIONS TO HAVE FIRE CAULKING O 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 DFT DEFLECTION TRACK O RATING NO.: UL U419 0 CHANNEL SHAPED, FABRICATED FROM MIN 20 GA. (33 MILS) CORROSION - PROTECTED STEEL, MIN. WIDTH TO ACCOMMODATE STUD SIZE, WITH MIN. 1' LONG LEGS, ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24" OC. MAX. CEILING AS SCHEDULED INSULATION WHERE NOTED WALL TYPE: OCXD JOINT COMPOUND BOTTOM TRACK, WITH POWER DRWEN ATTACHMENT O ARE RATED SEALANT CONCRETE SLAB RATING NO.: UL U419 CHANNEL SHAPED, CORROSION - PROTECTED STEEL, MIN WIDTH 2 -1/2" 20GA (33 MILS), MIN 1 -1/4" RANGES AND 1/4" RETURN, SPACED 16" OC. STUDS TO BE CUT 3/8" TO 3/4" LESS THAN ASSEMBLY HEIGHT. MAX HEIGHT 121 -10" MINERAL WOOL BATTS OR GLASSFIBER WITH UL CLASSIFICATION MARKINGFRICTION 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 (MULTILAYER 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. O TYPE S OR S -12 #6 STEEL SCREWS USED TO ATTACH PANELS TO STUDS (ITEM 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 APPUED HORIZONTALLY, OR 8" OC. ALONG VERTICAL AND BOTTOM EDGES AND 12" OC. IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY. O VINYL OR CASEIN, DRY OR PREMIXED JOINT COMPOUND APPUED 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 OMITTED WHEN GYPSUM PANELS ARE SUPPLIED WITH A SQUARE EDGE. NOTE: MODIFY THIS AS NEEDED IF EXISTING BUILT CONDITIONS VARY (STUD WIDTH, ETC). FINAL CONSTRUCTION SHALL HAVE COMPLETE FIRE PROTECTION. 1 HR RATED FLOOR TO DECK PARTITION JI- - --I 3" = 1,_0„ 0" �- -�4" 8" 1 2" 43D BOTTOM OF STRUCTURE PROVIDE ENCAPSULATED ACOUSTICAL BATT EXTENDING 24" EACH SIDE OF PARTITION. 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' -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 VERIFY B/S HEAD CONDITION 3/8" CONT. FOAM SOUND ISOLATION TAPE TAPEABLE MET. TOP TRACK ATTACHED TO BRACING W/2 SELF- TAPPING SM. SCREWS 48 "oc, AND 3/4" PIPE SLEEVES INSULATION NOTE: MODIFY THIS AS NEEDED IF EXISTING BUILT CONDITIONS VARY. (STUD WIDTH, ETC.) FINAL CONSTRUCTION SHALLMATCH EXISTING. 2 1/2" X 25 GA (18 MILS) METAL STUDS ® 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 SIDELIGHT /GLAZING SCHEDULE DOOR & HARDWARE GENERAL NOTES W w N SIDELIGHT cD w _ cD W CC SIDELIGHT TYPE a 2 w CC MATCH gin EXIST. MATCH R'A ENA EXIST. 36" A 1/4" TEMPERED 60" B 1/4" TEMPERED N/A N/A WD WD PH. .50" W GLASS PANELS w/ CLEAR SIl [CONE M SEAM 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 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 APPIJCABLE IBC & ACCESSIBILITY REQUIREMENTS. 30" A 1/4" TEMPERED N/A WD SIDELIGHT /GLAZING TYPES DOOR SCHEDULE L5 J _ WIDTH A WOOD FRAME FlNSIH TO MATCH SUITE STANDARD GLAZING AS SCHEDULED VERIFY DOOR AND REUTE CONSTRUCTION W _ CD W J l- \ WIDTH WOOD FRAME FlNSIH TO MATCH SUITE STANDARD GLAZING AS SCHEDULED VERIFY DOOR AND REUTE CONSTRUCTION DOOR NUMBER DOOR NOMINAL WIDTH NOMINAL HEIGHT w HARDWARE GROUP 303 3' -0" 304 3' -0" 305 3' -0" MATCH ERA EXIST. A 2 WD N/A A 2 WD N/A A 2 WD N/A 309A 3' -6" 309B PR. 3' -0" 310 3' -0" MATCH EXIST. C 4 WD N/A D 4 SIM WD N/A B 2 WD N/A 312 3' -0" 313 3' -0" 315 3' -0" MATCH EA I A EXIST. A 3 WD N/A A WD 20 MIN A 3 WD N/A HARDWARE GROUP NON -RATED FLOOR TO CEILING PARTITION 0" 4" 8" 12" 3" = 1,_0" - REVIEWED FOR CODE COMPLIANCE ArninnVIED DEC 13 2010 City of Tukwila BUILDING DIVISION HARDWARE GROUP HARDWARE REMARKS GROUP 1 SINGLE, ENTRY LOCKSET VERIFY RATING 1 ENTRY FUNCTION LOCKSET HINGES - MATCH SUITE STANDARD 1 DOOR CLOSER 1 WALL- MOUNTED DOOR STOPS IF RATED PROVIDE SMOKE SEAL. GROUP 2 SINGLE, OFFICE LOCKSET NON -RATED 1 OFFICE FUNCTION LOCKSET HINGES - MATCH SUITE STANDARD 1 WALL- MOUNTED DOOR STOP GROUP 3 SINGLE, STOREROOM LOCKSET NON -RATED 1 STOREROOM FUNCTION LOCKSET HINGES - MATCH SUITE STANDARD 1 WALL- MOUNTED DOOR STOP GROUP 4 SINGLE, SUDING BARN DOOR NON -RATED (DOUBLE SUDING BARN DOOR, DOUBLE ALL HARDWARE COMPONENTS AS NEEDED) 1 PAIR OF DOOR PULLS 1 ALUMINUM ANODIZED TRACK 2 DOUBLE ROLLER RUNNING GEARS, FRICTION BEARING PLASTIC ROLLERS 1 PLASTIC FLOOR GUIDE 1 TRACK STOPPER WITH ADJUSTABLE RETENTION SPRING 1 RUBBER BUMPER PULLS; 12" D -PULLS DOOR HARDWARE PACKAGE: HAFELE, SLIDING DOOR FITTING HAWA JUNIOR 80 /B: OR APPROVED EQUAL FITTINGSET- 940.80.002 GUIDERAIL - 940.41.130 HAWA MOUNTING WEDGE- 940.80.050 UPPER TRACK(8'- 2 {61)- 407.59.911 MAX DOOR WEIGHT W /GLASS = 170 LBS. DOOR TYPES = CD W WIDTH I A �( I STAINED WOOD FRAME MATERIAL MATCH SUITE STANDARD FLUSH S.C. WOOD DOOR MATCH SUITE STANDARD 1- = C? w (O% 6" /i PRICE OPTION U WOULD MAKE DOORS SIMILAR TO THIS DOOR. 1/4" TEMPERED GLASS INSERT — STAINED WOOD FRAME MATERIAL MATCH SUITE STANDARD WIDTH t B -SUITE STANDARD STAINED WOOD VALANCE SUITE STANDARD STAINED FRAME 1/4" TEMPERED GLASS INSERT WID C FLUSH S.C. WOOD DOOR STAIN TO MATCH SUITE STD. 1' WIDTH FLUSH S.C. WOOD DOOR MATCH SUITE STANDARD SUITE STANDARD STAINED WOOD VALANCE SUITE STANDARD STAINED FRAME 1/4" TEMPERED GLASS INSERT FLUSH S.C. WOOD DOOR STAIN TO MATCH SUITE STD. CRYOFTUKVNLA Utl; 01 2010 PERMIT CENTER GLOBAL HARVEST FOODS Tenant: GLOBAL HARVEST RIVERVIEW PLAZA, BUILDING II 16000 CHRISTENSEN ROAD, SUITE 300 TUKWILA, WA 98188 ICI UNICO A Tenant Improvement for: UNICO PROPERTIES 16040 CHRISTENSEN ROAD, SUITE 100 SEATTLE, WA 98118 burgess design interiors 0 architecture 137R 1,II1, A.estn ',oar 509 )rattle WA 9At01 111 306581 1130 (AR 2111. 1417.717) All reproduction & intellectual property rights reserved c 2010 Professional seal 7196 1---7-- RLGISTr'RED ARCHITECT ';OLODZIEJSKI i ATE OF WASHINGTON No. Issue Description Date TENANT REVIEW SET 11.21.10 PERMIT SET 11.30.10 Drawn by: MK Project No: 10.8203.00 Reviewed by: KK /MM DOOR SCHEDULE / SIDELIGHT SCHEDULE / DETAILS Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.1 maim ipp p*Oi tO DO kol4 ,.. BOTTOM OF STRUC FIRE RATED SEALANT ALL PENETRATIONS TO HAVE FIRE CAULKING O 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 DFT DEFLECTION TRACK O RATING NO.: UL U419 0 CHANNEL SHAPED, FABRICATED FROM MIN 20 GA. (33 MILS) CORROSION - PROTECTED STEEL, MIN. WIDTH TO ACCOMMODATE STUD SIZE, WITH MIN. 1' LONG LEGS, ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24" OC. MAX. CEILING AS SCHEDULED INSULATION WHERE NOTED WALL TYPE: OCXD JOINT COMPOUND BOTTOM TRACK, WITH POWER DRWEN ATTACHMENT O ARE RATED SEALANT CONCRETE SLAB RATING NO.: UL U419 CHANNEL SHAPED, CORROSION - PROTECTED STEEL, MIN WIDTH 2 -1/2" 20GA (33 MILS), MIN 1 -1/4" RANGES AND 1/4" RETURN, SPACED 16" OC. STUDS TO BE CUT 3/8" TO 3/4" LESS THAN ASSEMBLY HEIGHT. MAX HEIGHT 121 -10" MINERAL WOOL BATTS OR GLASSFIBER WITH UL CLASSIFICATION MARKINGFRICTION 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 (MULTILAYER 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. O TYPE S OR S -12 #6 STEEL SCREWS USED TO ATTACH PANELS TO STUDS (ITEM 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 APPUED HORIZONTALLY, OR 8" OC. ALONG VERTICAL AND BOTTOM EDGES AND 12" OC. IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY. O VINYL OR CASEIN, DRY OR PREMIXED JOINT COMPOUND APPUED 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 OMITTED WHEN GYPSUM PANELS ARE SUPPLIED WITH A SQUARE EDGE. NOTE: MODIFY THIS AS NEEDED IF EXISTING BUILT CONDITIONS VARY (STUD WIDTH, ETC). FINAL CONSTRUCTION SHALL HAVE COMPLETE FIRE PROTECTION. 1 HR RATED FLOOR TO DECK PARTITION JI- - --I 3" = 1,_0„ 0" �- -�4" 8" 1 2" 43D BOTTOM OF STRUCTURE PROVIDE ENCAPSULATED ACOUSTICAL BATT EXTENDING 24" EACH SIDE OF PARTITION. 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' -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 VERIFY B/S HEAD CONDITION 3/8" CONT. FOAM SOUND ISOLATION TAPE TAPEABLE MET. TOP TRACK ATTACHED TO BRACING W/2 SELF- TAPPING SM. SCREWS 48 "oc, AND 3/4" PIPE SLEEVES INSULATION NOTE: MODIFY THIS AS NEEDED IF EXISTING BUILT CONDITIONS VARY. (STUD WIDTH, ETC.) FINAL CONSTRUCTION SHALLMATCH EXISTING. 2 1/2" X 25 GA (18 MILS) METAL STUDS ® 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 SIDELIGHT /GLAZING SCHEDULE DOOR & HARDWARE GENERAL NOTES W w N SIDELIGHT cD w _ cD W CC SIDELIGHT TYPE a 2 w CC MATCH gin EXIST. MATCH R'A ENA EXIST. 36" A 1/4" TEMPERED 60" B 1/4" TEMPERED N/A N/A WD WD PH. .50" W GLASS PANELS w/ CLEAR SIl [CONE M SEAM 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 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 APPIJCABLE IBC & ACCESSIBILITY REQUIREMENTS. 30" A 1/4" TEMPERED N/A WD SIDELIGHT /GLAZING TYPES DOOR SCHEDULE L5 J _ WIDTH A WOOD FRAME FlNSIH TO MATCH SUITE STANDARD GLAZING AS SCHEDULED VERIFY DOOR AND REUTE CONSTRUCTION W _ CD W J l- \ WIDTH WOOD FRAME FlNSIH TO MATCH SUITE STANDARD GLAZING AS SCHEDULED VERIFY DOOR AND REUTE CONSTRUCTION DOOR NUMBER DOOR NOMINAL WIDTH NOMINAL HEIGHT w HARDWARE GROUP 303 3' -0" 304 3' -0" 305 3' -0" MATCH ERA EXIST. A 2 WD N/A A 2 WD N/A A 2 WD N/A 309A 3' -6" 309B PR. 3' -0" 310 3' -0" MATCH EXIST. C 4 WD N/A D 4 SIM WD N/A B 2 WD N/A 312 3' -0" 313 3' -0" 315 3' -0" MATCH EA I A EXIST. A 3 WD N/A A WD 20 MIN A 3 WD N/A HARDWARE GROUP NON -RATED FLOOR TO CEILING PARTITION 0" 4" 8" 12" 3" = 1,_0" - REVIEWED FOR CODE COMPLIANCE ArninnVIED DEC 13 2010 City of Tukwila BUILDING DIVISION HARDWARE GROUP HARDWARE REMARKS GROUP 1 SINGLE, ENTRY LOCKSET VERIFY RATING 1 ENTRY FUNCTION LOCKSET HINGES - MATCH SUITE STANDARD 1 DOOR CLOSER 1 WALL- MOUNTED DOOR STOPS IF RATED PROVIDE SMOKE SEAL. GROUP 2 SINGLE, OFFICE LOCKSET NON -RATED 1 OFFICE FUNCTION LOCKSET HINGES - MATCH SUITE STANDARD 1 WALL- MOUNTED DOOR STOP GROUP 3 SINGLE, STOREROOM LOCKSET NON -RATED 1 STOREROOM FUNCTION LOCKSET HINGES - MATCH SUITE STANDARD 1 WALL- MOUNTED DOOR STOP GROUP 4 SINGLE, SUDING BARN DOOR NON -RATED (DOUBLE SUDING BARN DOOR, DOUBLE ALL HARDWARE COMPONENTS AS NEEDED) 1 PAIR OF DOOR PULLS 1 ALUMINUM ANODIZED TRACK 2 DOUBLE ROLLER RUNNING GEARS, FRICTION BEARING PLASTIC ROLLERS 1 PLASTIC FLOOR GUIDE 1 TRACK STOPPER WITH ADJUSTABLE RETENTION SPRING 1 RUBBER BUMPER PULLS; 12" D -PULLS DOOR HARDWARE PACKAGE: HAFELE, SLIDING DOOR FITTING HAWA JUNIOR 80 /B: OR APPROVED EQUAL FITTINGSET- 940.80.002 GUIDERAIL - 940.41.130 HAWA MOUNTING WEDGE- 940.80.050 UPPER TRACK(8'- 2 {61)- 407.59.911 MAX DOOR WEIGHT W /GLASS = 170 LBS. DOOR TYPES = CD W WIDTH I A �( I STAINED WOOD FRAME MATERIAL MATCH SUITE STANDARD FLUSH S.C. WOOD DOOR MATCH SUITE STANDARD 1- = C? w (O% 6" /i PRICE OPTION U WOULD MAKE DOORS SIMILAR TO THIS DOOR. 1/4" TEMPERED GLASS INSERT — STAINED WOOD FRAME MATERIAL MATCH SUITE STANDARD WIDTH t B -SUITE STANDARD STAINED WOOD VALANCE SUITE STANDARD STAINED FRAME 1/4" TEMPERED GLASS INSERT WID C FLUSH S.C. WOOD DOOR STAIN TO MATCH SUITE STD. 1' WIDTH FLUSH S.C. WOOD DOOR MATCH SUITE STANDARD SUITE STANDARD STAINED WOOD VALANCE SUITE STANDARD STAINED FRAME 1/4" TEMPERED GLASS INSERT FLUSH S.C. WOOD DOOR STAIN TO MATCH SUITE STD. CRYOFTUKVNLA Utl; 01 2010 PERMIT CENTER GLOBAL HARVEST FOODS Tenant: GLOBAL HARVEST RIVERVIEW PLAZA, BUILDING II 16000 CHRISTENSEN ROAD, SUITE 300 TUKWILA, WA 98188 ICI UNICO A Tenant Improvement for: UNICO PROPERTIES 16040 CHRISTENSEN ROAD, SUITE 100 SEATTLE, WA 98118 burgess design interiors 0 architecture 137R 1,II1, A.estn ',oar 509 )rattle WA 9At01 111 306581 1130 (AR 2111. 1417.717) All reproduction & intellectual property rights reserved c 2010 Professional seal 7196 1---7-- RLGISTr'RED ARCHITECT ';OLODZIEJSKI i ATE OF WASHINGTON No. Issue Description Date TENANT REVIEW SET 11.21.10 PERMIT SET 11.30.10 Drawn by: MK Project No: 10.8203.00 Reviewed by: KK /MM DOOR SCHEDULE / SIDELIGHT SCHEDULE / DETAILS Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.1 " 0 s" 6 DEVICES SHOWN STACKED IN PLAN ARE TO AUGN 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 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. GENERAL DEVICE ALIGNMENT 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. NTS (E)TYPICAL MTL. STUD ANCHOR BRACKET NTS NTS NOTE: COORDINATE ANCHOR BRACKET LOCATIONS W/ CASEWORK & EQUIPMENT WHERE SCHEDULED, AND MANUF. MOUNTING INSTRUCTIONS 3 STUDS MIN. BOTTOM OF FINISHED CEIUNG ANCHOR BRACKET: 6"X16ga UNPUNCHED STUD TRACK, ATTACH TO 3 STUDS MIN FINISHED FLOOR 12 GA. BRACING WIRE A 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 CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC SEC -1613 MINIMUM STANDARD: SECTION ASCE 7 -05 13.5.6. SEE NOTES ON M /A.9.2. CONTRACTOR SHALL DELETE SEISMIC POD REQUIREMENT AT AREAS WHERE DISTANCE TO FIRE PROOFING OF CORRIDOR IS 12" OR LESS. AS NEEDED USE OF 2" SEISMIC BERC CUP AT MOULDING APPROVED BY CITY. BTYPICAL ANCHOR BRACKET FRAMING ©ACT SEISMIC BRACING DIAGRAM NTS IIIIIIIlIlIlIlIll Ill IIIIIIIIII IIII1111111111 CENTERUNE OF DOOR AND TRANSITION STRIP DOOR AS SCHEDULED CARPETING AS SCHEDULED RESIUENT TRANSITION STRIP RESIDENT FLOOR AS SCHEDULED THRESHOLD @ CARPET TO RESILIENT FLR. 0 1\� 3 6 12 3 " =1' -0" NTS - REVIEWED FOR CODE COMPLIANCE jpPrtn TED DEC 13 20110 City of Tukwila BUILDING DIVISION NTS NTS NTS VERIFY ALL REQUIREMENTS WITH BUILDING MANAGEMENT GENERAL REQUIREMENTS REFERENCED SOURCES PER HIERARCHY: 2006 IBC (INTERNATIONAL BUILDING CODE), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, ASTM C 636), AMERICAN SOCIETY OF CML ENGINEERS (ASCE 7 -05) AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA). PARTITIONS THAT ARE TIED TO THE CEIUNG AND ALL PARTITIONS GREATER THAN 6 FEET HEIGHT SHALL BE LATERALLY BRACED TO STRUCTURE. BRACING SHALL BE INDEPENDENT OF CEIUNG SPLAY BRACING SYSTEM. PER IBC 1621.1.2 ALL MAIN BEAMS TO BE HEAVY DUTY, PER ASCE 7 -05 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, UGHT FIXTURES AND AIR TERMINALS WEIGHING NO MORE THAN 4 POUNDS PER S.F., PER ASCE 7 -05 ITEM 13.5.6. ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4' 0.C., PER ASTM C 636 ITEM 2.3.4. CHANGES IN CEIUNG PLANES WILL REQUIRE POSmVE BRACING. PER ASCE 7 -05 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 -05 SECTION 13.5.6. LATERAL FORCE BRACING SHALL BE 12' O.C. MAX. AND BEGIN WITHIN 6' FROM WALLS. PER CISCA SEISMIC ZONES 3 -4. SPLAY WIRES SHALL BE 12 GAGE ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER AND AT AN ANGLE NOT TO EXCEED 45' FROM THE PLANE OF THE CEILING. PER CISCA SEISMIC ZONES 3 -4. SPLAY WIRES ARE TO BE WITHIN 2" OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. PER CISCA 3 -4. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. PER ASCE 7 -05 SECTION 13.5.6. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. PER CISCA 3 -4. WALL MOLDINGS WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2" WIDE. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4" CLEARANCE FORM THE WALL AND BE FREE TO SLIDE. PER ASCE 7 -05 SECTION 13.5.6 ITEM b. MOLDING DIMENSIONS MUST BE CONSISTENT AND ALTERNATIVE CONNECTIONS ARE PERMISSIBLE WITH BUILDING MANANGEMENT 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 -05 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 PERIMLILK WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN UEU 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 -05 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 UGHT 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. UGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE UGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER CISCA SEISMIC ZONES 3 -4. UGHT FIXTURES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. PER CISCA SEISMIC ZONES 3 -4. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING 9 GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEIUNG SUSPENSION SYSTEM FOR DIRECT SUPPORT. PER CISCA SEISMIC ZONES 3 -4. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. MECHANICAL SERVICES TERMINALS OR SERVICES WEIGHING 20 POUNDS BUT NOT MORE THAN 56 POUNDS MUST HAVE TWO 12 GAGE WIRES CONNECTING THEM TO THE CEIUNG SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER CISCA SEISMIC ZONES 3 -4. TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS MUST BE INDEPENDENTLY SUPPORTED DIRECTLY FORM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. PER CISCA SEISMIC ZONES 3 -4. SEISMIC SEPARATION JOINTS FOR CEILING AREAS EXCEEDING 2500 S.F., A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEIUNG SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORM OF THE CEIUNG BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. PER ASCE 7 -05 ITEM 13.5.6. SPECIAL INSPECTIONS SPECIAL INSPECTIONS SHALL BE SUBJECT TO SPECIAL INSPECTION REQUIREMENTS. SPRINKLERS FOR CEIUNGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEIUNG 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 -05 13.5.6. ACT NOTES CITYOFETUKVNLA DEC 01 2010 PERMIT CENTER NTS GLOBAL HARVEST FOODS Tenant: GLOBAL HARVEST RIVERVIEW PLAZA, BUILDING II 16000 CHRISTENSEN ROAD, SUITE 300 TUKWILA, WA 98188 ICI UNICO- A Tenant Improvement for: UNICO PROPERTIES 16040 CHRISTENSEN ROAD, SUITE 100 SEATTLE, WA 98118 ei • •1 burgess design I interiors Q architecture 1.126 ( dui Avr"„r Suitt Soo Sr ?Mr WA 011101 Ill )of, SRI .7120 1AX )M CA/ 712) All reproduction & intellectual property rights reserved c 2010 Professional seal 7'196 REGISTERED ARCHITECT Kr, n. ;:OLGUZIEJSKI STATE OF WASHINGTON No. Issue Description Date TENANT REVIEW SET 11.21.10 PERMIT SET 11.30.10 Drawn by: MK Reviewed by: KK /MM Project No: 10.8203.00 DETAILS Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.2 NOT USED :i: 3/8" = 1'— 0" f ft EQ. k 21 -1" LINE OF END OF WALL -REFER TO FLR. PLANS LINE OF CEILING AS SPECIFIED PLASTIC LAMINATE DOORS MELAMINE CABINET INTERIOR. 3/4" ADJ. SHELVES W/ MELAMINE FINISH. PROVIDE 1" SHELVES IF OVER 36" IN WIDTH. PROVIDE P -LAM BACK SPLASH AS INDICATED ON ELEV SCRIBE TO WALL COUNTER TOP W/ PLASTIC LAMINATE PER FINISH SCHEDULE ADJ. SHELVES W/ MELAMINE FINISH BASE PER SCHED. FINISH FLOOR LINE CASEWORK SECTION \ 0 1" 2" 3" 1-1/2" = 1'— 0" EXISTING UPPER CASEWORK TO REMAIN EXISTING LOWER CASEWORK TO REMAIN 2' CLR. lit 1 N 7 MICROWAVE SHELF — 18" DEEP P -LAM 2' -0" CLR. FOR D.W. / EQ. Q. 3' -3" CLR FOR REF P LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES P -LAM COUNTERTOP WITH 4" BACKSPLASH P LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF CASEWORK ELEVATION -RM.# 311 3/8" = 1,— 0" HARDWARE SUBSTITUTION ALLOWED W/ WRITTEN PERMISSION 12" K & V #87 HEAVY DUTY STANDARD AT 32" O.C. ATTACH TO STUDS PAINT GRADE 3/4" PLYWD. W/ WD. EDGE CAPS PAINT COLOR AS SPECIFIED K & V #187 HEAVY DUTY BRACKET WITH SHELF REST PARTITION W/16 GA STUDS /RUNNERS ® 16" O.C. NOTE: PROVIDE SHELVES AT 1' -3" O.C., U.O.N. BOTTOM SHELF AT 11 -6" A.F.F. ADJUSTABLE SHELVING SECTION 3" = 1'— 0" 0 " I „ 3" X = 1'— 0" 0 M 0 N 0 M EQ. EQ. EQ. /\ fl N ri N N i EQ. / EQ. EQ. 8' -0" / P -LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES P -LAM COUNTERTOP WITH 4" BACKSPLASH P -LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF BACKSPLASH (WHERE OCCURS) SCRIBE TO WALL COUNTER TOP PLAS. LAM. FIN. PLAS. LAM. CAP SUPPORT BRACKET @ 24" O.C. MAX. ® SIDES IF REFRIGERATOR ATTACHED TO PARTITION PAINTED LEDGER FINISH FLOOR UNE N CASEWORK ELEVATION -RM.# 314 � WORK SURFACE SECTION 3/8" - 1'— 0" 0 0 4" 8" 12" X" = 1,_ 0" REVIEWED FOR CODE COMPLIANCE APPCVWFID DEC 13 2Uf1J City of Tukwila BUILDING DIVISI(Th 1 —1 /2 " =1' -0" 0 4" 8" 1" 2" X =1 0" 12" X" = 1 0" CRYORKIAALA DEG 01 201n PERMITCENTEF 0 2„ 1 X = 1'— 0" GLOBAL HARVEST FOODS Tenant: GLOBAL HARVEST RIVERVIEW PLAZA, BUILDING II 16000 CHRISTENSEN ROAD, SUITE 300 TUKWILA, WA 98188 1!! UNICO'" A Tenant Improvement for: UNICO PROPERTIES 16040 CHRISTENSEN ROAD, SUITE 100 SEATTLE, WA 98118 burgess design I interiors o architecture 1.3761:! I Aerrtur Swt■ 500 kc.ttlr WA 9R 10I Ill )06!,R7 71 J0 IAK if?G SR) 71)1 All reproduction & intellectual property rights reserved c 2010 Professional seal 196 REGISTERED ARCHITECT r LODZIEJSKI STATE OF WASHINGTON No. Issue Description Date TENANT REVIEW SET 11.21.10 PERMIT SET 11.30.10 Drawn by: MK Project No: 10.8203.00 Reviewed by: KK /MM MILLWORK DETAILS Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.3