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HomeMy WebLinkAboutPermit D11-102 - COMPVIEW - TENANT IMPROVEMENTCOMPVIEW 652 INDUSTRY DR Dl 1 -102 City oftukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Inspection Request Line: 206 -431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 2523049008 Address: 652 INDUSTRY DR TUKW Suite No: Project Name: COMPVIEW DEVELOPMENT PERMIT Permit Number: D11 -102 Issue Date: 06/01/2011 Permit Expires On: 11/28/2011 Owner: Name: BLUE DOG PROPERTIES TRUST Address: THOMSON REUTERS TRUST , 2235 FARADAY AVE SUITE 0 92008 Contact Person: Name: KIP KOLODZIEJSKI Address: 1326 5T1I AV - SUITE 500 , SEATTLE WA 98101 Contractor: Name: PREMIER RENOVATIONS Address: 19419 SE 240 ST , COVINGTON WA 98042 Contractor License No: PREMIR *963JH Phone: 206 - 587 -7120 Phone: 425 413 -9195 Expiration Date: 04/08/2012 DESCRIPTION OF WORK: NEW TENANT IMPROVEMENT, NO STRUCTURAL CHANGES, NO CHANGE OF USE. TI INCLUDES NEW PARTITIONS, DOORS, RELITES, FINISHES, CASEWORK ETC. SMALL AMOUNT OF SITE WORK WHICH DOES NOT REQUIRE A PERMIT IS DESCRIBED ON THESE PLANS FOR THE CONTRACTORS INFORMATION. Value of Construction: $125,000.00 Fees Collected: $2,773.45 Type of Fire Protection: NONE International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0008 Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 D11 -102 Printed: 06 -01 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start Time: End Time: Fill 0 c.y. End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: �— L I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this pe . t does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the pe ance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: � / Date: b-7477 Print Name: 47-( /44/--s'o/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. doc: IBC -7/10 D11 -102 Printed: 06 -01 -2011 7: All construction shall be done in conform a with the approved plans and the requiremm of the International Building Code or International Residential , International Mechanical Code, Washingt ate Energy Code. 8: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 9: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 15: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 16: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 17: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 nun). (I•C 906.7 and IFC 906.9) 18: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 19: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 20: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 21: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 22: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 23: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) doc: IBC -7/10 D11-102 Printed: 06 -01 -2011 25: Exits and exit access doors shall be mar by an approved exit sign readily visible fro y direction of egress travel. Access to exits shall be marked by r visible exit signs in cases where the exit o path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no p t 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) 26: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 27: 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) 28: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot - candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 29: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 30: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72- 5.5.2.1) 31: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 32: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 33: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 34: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 35: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 36: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 37: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 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 D11 -102 Printed: 06 -01 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httpl/www.ci.tukwila.waus Building Permit No. b 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: 652 Industry Drive Tenant Name: Compview Property Owners Name: REIT King Co Assessor's Tax No.: 252304 -9008 Suite Number: Floor: 1 New Tenant: ❑ Yes ❑ ..No Mailing Address: 619 Industry Drive Tukwila City State 98188 Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Kip Kolodziejski Mailing Address: 1326 5th Ave #500 E -Mail Address: kipk @burgessdesign.net Day Telephone: Seattle City State Zip Fax Number: (206) 587 -7122 (206) 587 -7120 98101 GENERAL CONTRACTOR INFORMATION — (Contractor Information for.,Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: TBD Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Burgess Design Mailing Address: 1326 5th Ave. #500 Contact Person: Kip Kolodziejski E -Mail Address: kipk @burgessdesign.net Seattle City State Day Telephone: (206) 587 -7120 Fax Number: (206) 587 -7122 98101 Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: NA Mailing Address: Contact Person: Day Telephone: Fax Number: State Zip E -Mail Address: II •Applicauons'rormc- Appliaqumc On 1 ipe 2010 Arid !canon. 7 -2010 - Pcunn 1ppina1m doc Rev ed 7 -2010 00 Page 1 of 6 D • BUILDING PERMIT INFORMATION 206- 431 -3670 - -- 'a. „- • Valuation of Project (contractor's bid price): $ 125,000 �D - Existing Building Valuation: $ Scope of Work (please provide detailed information): New tenant improvement, no structural changes, no change of use. TI includes new partitions, doors, relites, finishes, casework, etc. Small amount of site work which doesn't require a permit is described on these plans for the contractors information. Will there be new rack storage? ❑ Yes O.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 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: 56 Compact: NA Handicap: 2 Will there be a change in use? ❑ Yes m No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm m None ❑ Other (specify) Will there be storage or use of-flammable. combustible or hazardous materials in the building? ❑ Yes m No If "yes'. attach list of materials and .storage locations on 0 .separate R -1 2 .\ l l " paper including quantities and Material Wet', Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system. provide 2 copies ()la current septic design approved b■ King County I lealth Department. 11 \rl.hc.r I i. 1 nnm- \ppl„n"n , On 1.meC011) - Perm. \pphcmon doc Rr . ,I -'ulu I'aLC 2 of (i Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 15i Floor 12,814 7,414 0 0 VB B /S1 2 "d Floor 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 56 Compact: NA Handicap: 2 Will there be a change in use? ❑ Yes m No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm m None ❑ Other (specify) Will there be storage or use of-flammable. combustible or hazardous materials in the building? ❑ Yes m No If "yes'. attach list of materials and .storage locations on 0 .separate R -1 2 .\ l l " paper including quantities and Material Wet', Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system. provide 2 copies ()la current septic design approved b■ King County I lealth Department. 11 \rl.hc.r I i. 1 nnm- \ppl„n"n , On 1.meC011) - Perm. \pphcmon doc Rr . ,I -'ulu I'aLC 2 of (i 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 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER Signature: Print Name: Kip Ko odziejski Mailing Address: 1326 5th Ave #500 Date: 4 -18 -11 Day Telephone: 206- 587 -7120 Seattle 98101 Zip City State Date Application Accepted: LA_ Date Application Expires: (n -rg- -cf Staff Initials: 11 . \pphtnuons ro,nrv- .\ppLcaIiona on 1 ine 'n In \Pphcauonc -2 III - Irow \pphrninndoc I( 1, d 7.2(1 hh Page h 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: http : / /www.TukwilaWA.gov RECEIPT Parcel No.: 2523049008 Permit Number: D11 -102 Address: 652 INDUSTRY DR TUKW Status: APPROVED Suite No: Applied Date: 04/18/2011 Applicant: COMPVIEW Issue Date: Receipt No.: R11 -01098 Initials: User ID: WER 1655 Payment Amount: $1,682.65 Payment Date: 06/01/2011 01:45 PM Balance: $0.00 Payee: PREMIER RENOVATIONS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5921 1,682.65 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,682.65 1,678.15 4.50 doc: Receiot -06 Printed: 06 -01 -2011 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwi la. wa. us Parcel No.: Address: 652 INDUSTRY DR TUKW Suite No: Applicant: COMPVIEW RECEIPT Permit Number: D11 -102 Status: PENDING Applied Date: 04/18/2011 Issue Date: Receipt No.: R11 -00748 Initials: User ID: Payee: WER 1655 Payment Amount: $1,090.80 Payment Date: 04/18/2011 02:42 PM Balance: $1,682.65 BURGESS DESIGN INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 010579 1,090.80 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,090.80 Total: $1,090.80 doc: Receiot -06 Printed: 04 -18 -2011 g76:1r$'4 - I f'.- .11.1 -tr•l. - • -r ' ,•.r - i•. . 1 .; _. r.., rJl' 5 INSPECTION NO. IN'SPECTION RECORD 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: C)m PVIt=C,) Type of Inspection: n {/l1aL. t. u.'(g146 Address 652_ TIu � ^ s� Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: ?.v 67 if3 -lS°7 . IRIApproved per applicable codes. COMMENTS: • Corrections required prior to approval. •• ' spect r: Date: Z-C"-1/ INSPECTION FEE REQUIRED. Priofto next inspection. fee must•be aid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • INSPECTION RECORD Retain a copy with permit �� r `�- INSPETION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 PronType MPVI cW of Inspection: , t ►� r,'NIAt- gv (-4 FLFOi Rt64L Address: 51-- 4 U sr✓ky Date Called: Si f c, — S 1 H tii Ai c4C(>= C/ f Special Instructions: 1 Date Wanted 1 .4 ( mm.; Requester: I'ilil Phone No ?.t)(— rT t 3 -15-o7 AAyc. Approved per applicable codes. ® Corrections required prior to approval. COMMENTS: (-4 FLFOi Rt64L / ` r)Nst/ — A/arrE['iFc /— t.LJ1.0Vv,j' ° .2 j a4Z 01 71,J Si f c, — S 1 H tii Ai c4C(>= C/ f e) V1 OMttP4 I. t1 A-1-* f ij 'c _- I'ilil 5 AAyc. Date: -7_ t ISPECTION FEE RE UIRED. Prior t next inspection, fee must be aj l at 6300 Southcenter Blvd., Suite 10 . Call to schedule reinspection. LOA INSPECTION ,,' INSPECTION RECORD: Retain a copy with permit' • PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION p. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 0 t V1¢ �J Type of Inspection: f4. (1 1.L. �.t � .4TM Address: Date Called: 1 Special Instructions: - Date Wanted: .�a.m� -")- 21_1c. p` t Requester: Phone No: i3O C—- 7(3 -f5.0 . Approved per applicable codes. El Corrections required prior to approval. CO MENTS: F12.,t - pAv,,e,C . /' Axe "C fi•J�'- -LI �tEcr ? Dater` SPECTION FEE RE! !RED. Prig f to next inspection. lee.m.ust be d at 6300 Southcenter Blvd.. Suite 100. Call to schedule reins i0V0h.. • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION INSPECTION RECORD Retain a copy with permit t -r PERMIT/NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 k- (206)431 -3670 Pr ct: a'„+xJ, t....A__,I o Q"N Type of Inspection: C..,IrA.zIts.l C9 Address: Date Called: Special Instructions: ( Date Wanted: —1 i.4 — 1 l a.m� p.m. Requester: Phone No: 121,Approved per applicable codes. Corrections required prior to approval. 8 COMMENTS: n • ector. AAA.," Date: 7`)y -�' El $58.11 • EINSPECTION FEE REQUI - ED. Prior to inspection, fee must be paid t •300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT CITY OF TUKWILA BUILDING ►DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 g- (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro•e / Type spection:, AG Address: (052 � s Nou$t' Date Called: .r Special Instructions: • f S OS 9 (a -O! II ` Date Wanted �7 �' `i. t �� a.m.. p.m. Requester: Pho a No' Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Date: 6 REINSPECTION FEE REQUIRED. y'rior to next inspection. fee must be aid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION. RECORD Retain a copwith permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: CO p 1;ec,J _ Type of Inspection: . FA- PJnct(, Fit-e Fii4I Address: c, 3i,„ IkdJk.-y la, Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: rA Fivle, I 01 Needs Shift Inspection: `r Sprinklers; Al Fire Alarm: Y Hood & Duct: it) Monitor: G+,,ct L.4(lei 4, Pre -Fire: Permits: Occupancy Type: f . Inspector: n 1 Date: 7- g _ / 1 Hrs.: D__ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • • . ri. • • • • :.: .r • • • • • • Page 1 of 1 David McPherson - Re: Backflow at 652 Industry Drive - Building Permit no. D11- 102. From: Todd Reedy To: David McPherson Date: 04/26/2011 8:31 AM Subject: Re: Backflow at 652 Industry Drive - Building Permit no. D11 -102. Hi David, 652 Industry Dr, Bldg #10 is current on backflow install and testing. There is an RPBA on domestic service and a DCVA on irrigation, both of which are due for the next annual testing in July, 2011. Have a good day, Todd »> David McPherson 04/25/2011 2:32 PM »> Todd, Please let me know, if backflow is current for 652 Industry Drive. This is for a proposed TI under Building Permit no. D11 -102. Thank you. Dave David H. McPherson Development Engineer Public Works Department City of Tukwila dmcpherson @ci.tukwila.wa.us 206 - 431 -2448 phone 206 - 431 -3665 fax file: / /C:\ Documents %20and %20Settings \David.TUKWILA \Local %20Settings \Temp\XP... 04/26/2011 • P T PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -102 ' PROJECT NAME: COMPVIEW SITE ADDRESS: 652 INDUSTRY DR X Original Plan Submittal Response to Correction Letter # DATE: 04 -18 -11 Response to Incomplete Letter # Revision # After Permit Issued EPARTME TS: Bui ding Division Public Wor~Ks AWE �jp -t 1 ire Prevention Structural 3?- Hil-1,1 Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ‘Ki Incomplete DUE DATE: 04 -19-11 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ip Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 05-17-11 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 LEI King County Department of Natural Resources and Parks Wastewater Treatment Division u az Non- Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 4-2 /N oJ)11 '7' b, Property Street Address q C1/4 9 et 85 City State ZIP Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name 471/0-e4......., + t ` " � t — o ? (if applicable) (P a(AV ) Sirr 47c0 S Owner's Phone Number (with Area Code) ( a °e ) 5 %S -( to 1r Property Contact Phone Number (with Area Code) Owner's Mailing Address Me T Ai 4-k! -ro e t7rC, ',(7 /i ,4 j7A-7 04/ to L4 4- 16 1€11 For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # 2523 -4 -? o' Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes ❑ No Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 1 Z. Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 -2-^ Sink, bar or lavatory 2 1 / Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF `5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 / (p Water closet, tank or valve, >1.6 GPF 8 4 .( Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 RCE B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B r5 RCE RCE Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a . period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative Date `'1 ( 6 it Print Name of Owner /Representative !< rr" %" `'°P Z` 1058 (Rev. 9/07) White - Kina County Yellow - Local Sewer Aaencv Pink - Sewer Customer . ®„ov Contractors or Tradespeople Prter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEl 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 PREMIER RENOVATIONS UBI No. 602691155 Phone 4254139195 Status Active Address 19419 Se 240Th St License No. PREMIR'963JH Suite /Apt. License Type Construction Contractor City Covington Effective Date 4/8/2004 State WA Expiration Date 4/8/2012 Zip 98042 Suspend Date County King Specialty 1 General Business Type Individual Specialty 2 Unused Parent Company NELDAT INC icenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status DAVIDAN044JH DAVID A NELSON GENERAL CONTR Construction Contractor General Unused 4/8/1996 10/11/1998 Archived Business Owner Information Name Role Effective Date Expiration Date NELSON, DAVE A Owner 04 /08/2004 Amount NELSON, TERRI L Owner 03/31/2010 ACP7571527937 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 AMERICAN STATES INS CO 6275781 04/05/2004 Until Cancelled $12,000.00 04/08/2004 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 6 Nationwide Mutual Ins Co ACP7571527937 04/05/2011 04/05/2012 $1,000,000.00 02/14/2011 5 NATIONWIDE MUTUAL INS CO ACP756152793704/05/2010 04/05/2011 $500,000.00 02/24/2010 4 NATIONWIDE MUTUAL INS CO ACP754152793704/05/2007 04/05/2010 $500,000.00 04/09/2009 3 NATIONWIDE MUTUAL INS CO ACP752152793704 /05/2006 04/05/2007 $500,000.00 03/30/2007 2 NATIONWIDE MUTUAL INS CO ACP751152793704/05/2005 04/05/2008 $500,000.00 02/15/2007 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print. aspx 06/01/2011 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. "PROVIDE" 9. THE USE OF WORD PROVIDE SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. OF" ACCESS INTERRUPTION TE 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. 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 RA - RETURN AIR OW - DISHWASHER RCP - REFLECTED CEILING PLAN DWG - DRAWING REC - RECESSED - EACH REF - REFERENCE EL L - ELLEVATOR 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 SPKR - SPEAKER -FLOOR FO - FACE OF SQ - SQUARE FOIL - FURNISHED BY OWNER, INSTALLED STD - STANDARD BY CONTRACTOR STL - STEEL FTIC - FURNISHED BY TENANT, INSTALLED STOR - STORAGE BY CONTRACTOR STRL - STRUCTURAL FURR - FURRING STRUC - STRUCTURAL GA - GAUGE SYMM - SYMMETRICAL GC - GENERAL CONTRACTOR TBD - TO BE DETERMINED GL - ASS G TEL - TELEPHONE OR TELECOM GWB - GYLPSUM WALLBOARD TEMP - TEMPERED HC - HANDICAPPED THK - THICKNESS HDW - HARDWARE TO - TOP OF HM - HOLLOW METAL (STEEL FRAME) ( ) TOS - TOP OF SLAB HR -HOUR TyP - TYPICAL INCL - INCLUDED OR INCLUDING UON - UNLESS OTHERWISE NOTED INFO - INFORMATION UPS - UNINTERRUPTED POWER SUPPLY INSUL - INSULATION - VINYL COMPOSITION TILE VCT LAV - LAVATORY VIF - VERIFY IN FIELD LF - LINEAR FOOT W/ -WITH MATL - MATERIAL MAX - MAXIMUM WC - WATER CLOSET MDF - MEDIUM DENSITY FIBERBOARD WD - WOOD W/O - WITHOUT 1. PROJECT ADDRESS: COMP VIEW ANDOVER EXECUTIVE PARK, BLDG 10 652 INDUSTRY DRIVE 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: NON - SPRINKLERED OCCUPANCY TYPE: 'B' OFFICE AND 'S -1' STORAGE 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: SHAFT ENCLOSURES: NA EXT STAIR ENCLOSURES: NA CORRIDORS: NA 5. EXITS: APPROXIMATE AREA OF CONSTRUCTION: 7,414 SQUARE FEET TOTAL APPROXIMATE SUITE AREA: E FEET 7,414 SQUARE FE TOTAL APPROXIMATE FLOOR AREA: 12,814 SQUARE FEET OCCUPANT LOAD FACTOR: 100 /SQUARE FEET NUMBER OF TOTAL PROPOSED OCCUPANTS: 74 NUMBER MBER OF EXITS REQUIRED: 2 REQUIRED, 6 PROVIDED MINIMUM EGRESS WIDTH REQUIRED: 3'-8" COMMON PATH OF EGRESS TRAVEL: 75' 6. PROJECT DESCRIPTION: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT. NEW PARTITIONS, DOORS, FINISHES. NO CHANGE OF USE. TENANT: GENERAL CONTRACTOR: COMP VIEW TBD 126228 INTERURBAN AVE S SEATTLE, WA 98168 PLUMBING ENGINEER: TEL: 206.257.6262 TBD - BIDDER ATTN: DEBORAH KLEIN MECHANICAL ARCHITECT /DESIGNER: TBD - BIDDER BURGESS DESIGN, INC. 1326 5TH AVENUE, SUITE 500 ELECTRICAL ENGINEER: SEATTLE, WASHINGTON 98101 TBD - BIDDER TEL 206.587.7120 FAX: 206.587.7122 FIRE /LIFE SAFETY ATTN: KIP KOLODZIEJSKI TBD - BIDDER BUILDING MANAGER: REIT MANAGEMENT & RESEARCH ANDOVER EXECUTIVE PARK 617 INDUSTRY DRIVE TUKWILA, WA 98199 PLUMBING, MECHANICAL, TEL: 206.575.6675 LIFE SAFETY ATTN: LORETTA ALAKE SUBMITTALS. I t DESIGN BUILD BY G.C. ENGINEER: DESIGN BUILD BY G.C. DESIGN BUILD BY G.C. ENGINEER: DESIGN BUILD BY G.C. ELECTRICAL, PERMITS UNDER SEPARATE REVIEWED FOR CODE COMPLIA NCE APPROVED E COMPLIANCE MAY 0 3 2011 0,, 1/1/v ' �,,i C�tyo� n�ia BUILDING .'UPON LEGAL D E S C R I P T I 0 N / P ARCEL N 0 PARCEL NUMBER: 252304 -9008 LEGAL DESCRIPTION: POR W 1/2 OF SEC 25 & E 1/2 OF SEC 26 AS FOLG BEG AT E 1/4 COR SEC 26 TH N 88 -06 -42 W 105.84 FT TO TPOB TH N 01 -47 -28 E 2.45 FT TAP OF CURVE TH ALG A CURVE TO RGT RAD 410.28 FT THRU C/A OF 46 -46 -10 ARC DIST 334.90 FT TH N 48 -33 -38 E 188.36 FT TH ALG A CURVE TO RGT RAD 410.28 FT THRU C A OF 72 -16 -35 ARC DIST 517.55 FT TO AN NXN WITH A LN BEARING S / 56 -38 -20 E TH S 56 -38 -20 E ALG SD LN 69.93 FT TH S 48 -44 -23 E 71.30 FT TH S 45 -09 -27 E 9.91 FT TO WLY MGN OF JAMES CHRISTENSEN RD NO 1479 TH S 37 -54 -41 W 468.23 FT TH S 32 -39 -25 W 132.67 FT TH N 88 -12 -32 W 524.50 FT TH N 01 -47 -28 E 93.11 FT TO TPOB LESS UP RR OPEC R/W SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical FI Plumbin 9 Gas Piping City of Tukwila BUILDING DIVISION S TREET M AP D RAWING INDEX `DRAWING ISSUED STRANDER BLVD DATE \ �t \ '' ro \ t �" i \ �t 1 GENERAL Y Q a w > o Q TRECK DR X X X X G.0.0 COVER SHEET /PROJECT INFORMATION X X X X G.0.1 PROJECT NOTES X X X X G.0.2 SITE PLAN ARCHITECTURAL / MOOS OS X X X X A.1.1 DEMOLITION PLAN w a o_ > Z < MINKLER BLVD i X X X X A.2A.1 CONSTRUCTION PLAN X X X X A.2B.1 REFLECTED CEILING PLAN INDUSTRY DRIVE X X X X A.2C.1 POWER &DATA PLAN PLANNING APPROVED No changes can be made.to these plans without approval p p, oval from the Planning Division of DCD / Approved By: t k(� L.V X X X X A.2D.1 FINISH FLOOR PLAN X X X X A.9.1 DOOR SCHEDULE / SIDELIGHT SCHEDULE / DETAILS 1 X X X X A.9.2 ELEVATIONS / DETAILS > > I (( Date: +=W.. DEFINITIONS AND DIMENSIONS KEY PLAN / FLOOR PLATE - 1":25' A. DEFINITIONS: COMP VIEW ANDOVER EXECUTIVE PARK, BLDG 10 652 INDUSTRY DRIVE TUKWILA, WA, 98188 FIRST FLOOR �4 �f ` -4 z "F FELE COPY 1. "TYPICAL" OR 'IYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. 2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION NOTED. 3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. "CLEAR" 5. CLEAR INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. B. DIMENSIONS; S Y M B 0 LS REVISIONS Permit No., pi I -I/ 02- 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 foes. Is?, 4 i 12f ` -` PI?.? review approval is subject to ,.�,, i + f �af of construction documents 111 Via' tiOn of an 'opted code errors and omissions. does not authorize or ordinance. Receipt ELEVATION REFERENCE SYMBOL INDICATES FINISHED i SURFACES TO ALIGN U DETAIL ID DRAWING TITLE BAR IDENTIFICATION �I EXIT EXIT �� ; a., - - t ilY' ti`l approved Fiei . r opy a, • (cond' � t s acknowledged: / 1 By d 4, L AO6.XX R DETAIL 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 STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. DIMENSIONS ARE INDICATED FROM THE 5. VERTICAL DIM HE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF". 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED. 7. DOCUMENTS ARE DRAWN DIAGRAMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. SHEET NO. D SECTION REFERENCE SYMBOL TITLE GRAPHICAL SCALE `' Dat =: b / City Of ?iikwila BUILDING DIVISION A • �� DTL 1 FLOOR ELEVATION SYMBOLS ` ` y'' iEl u�� it ";a; 34 £ J1 x `1 i r j ' ,�s �' svb;� ` ;t� i � � �-� �YI,���� iF,`` r ' `� i , ;� �' .y., t } t � "1_ if �" A`9k: ; t n. =,r , $ t; ;�{ fi. ::� x��,r�i�� <x ,ti,g1 rw,,,..ys, -.? „r EXIT 4. SHT » " 92 -O +1'-0" NOMINAL FLOOR � gal T � 1 AREA OF WORK DETAIL REFERENCE SYMBOL DTL BUILDING �- ELEVATION HEIGHT (ABOVE /BELOW) SPACE / ROOM ID ir EXI SHT OFFICE �-- SPACE NAME I I RE I D / COLUMN AND/OR GRID LINE SYMBOL 1127 �- SPACE NUMBER AP 2 PERMIT CENTER DIMENSION LINE: ©� » 20 - o DOOR SYMBOL o o j I EXIT dill • 4111 • • F - - -_ L ANGLE O DOCUMENT SHEET SYMBOL XO ►L-- KEYED SHEET NOTES G1 \ .• LONGEST COMMON PATH OF EGRESS TRAVEL: 37' bki... 10 / K.., Q AT - GLAZING SYMBOL CENTERLINE /� '. / A \ REVISION NUMBER Tenant: COMP VIEW ANDOVER EXECUTIVE PARK 652 INDUSTRY DRIVE TUKWILA, WA 98188 A Tenant Improvement for: REIT MANAGEMENT & RESEARCH ANDOVER EXECUTIVE PARK 617 INDUSTRY DRIVE t_ TUKWILA, WA 98188 burgess design I interiors Q architecture 1376 Fifth Avenue Suite 500 . Seattle . WA 98101 TEL; 206.567.7120 FAx206. 557,7122 M reproduction & intellectual property rights reserved c 2010 Approved by: Dote: 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 REVIEW SET PERMIT SET REVIEW PERMIT REVIEW SET 4/4/11 4/7/11 4/13/11 PERMIT SET 4/15/11 Drawn by: TS Reviewed by: KK Project No: 10- 3402 -00 COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36 ". Scole entities accordingly if reduced G.0.0 PROJECT NOTES 1. THESE PROJECT NOTES ARE GENERIC IN NATURE. CONTRACTORS INSTRUCTIONS FOR CONSTRUCTION ADMINISTRATION MAY VARY BASED ON THE CONTRACT BETWEEN BUILDING MANAGEMENT AND TENANT. VERIFY WITH BUILDING MANAGEMENT ALL CONSTRUCTION REQUIREMENTS AND CONSTRUCTION ADMINISTRATION RESPONSIBILITIES. THE DESIGNER MAY NOT HAVE CONSTRUCTION ADMINISTRATION OBLIGATIONS. 2. PLUMBING, ELECTRICAL, MECHANICAL & LIFE SAFETY SHALL BE PERFORMED UNDER THE DESIGN /BUILD CONTRACT. ALL WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS ARE FOR REFERENCE AND SCHEMATIC DESIGN ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF THE DESIGN. VERIFY REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT. REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS FOR AESTHETIC REASONS ONLY. 3. VERIFY BUILDING STANDARDS WITH BUILDING MANAGEMENT WHEN WORKING IN SUITES WITH NON BUILDING STANDARD ELEMENTS. VERIFY PREFERRED DETAILING OF THESE ELEMENTS WITH BUILDING MANAGEMENT. 4. VERIFY ALL RULES, GENERAL CONDITIONS AND SPECIALIZED BUILDING REQUIREMENTS WITH THE BUILDING MANAGEMENT. 5. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT. DIVISION I - GENERAL CONDITIONS 01010 SUMMARY OF WORK 1. GENERAL DESCRIPTION OF THE PROJECT: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE, UON. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT BURGESS DESIGN MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE /EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT 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. DIVISION II - SITE WORK 02050 - DEMOLITION 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE /DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLAN / SPACE PLAN WITH WORK LETTER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED, ALTERED OR REWORKED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH ". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. DMSION Vf - ARCHrrECR1RA_ CARPENTRY AND CASEWORK 06100 - ROUGH CARPENTRY 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 06200 - FINISH CARPENTRY 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 06400 - ARCHITECTURAL_ WOODWORK AND CASEWORK 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB. /CU. FT., AT LEAST 3/4" THICK. 3. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS, OR PER BUILDING STANDARD. 4. PLASTIC LAMINATE: HIGH - PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, AND FORMICA, UON. LAMINATE TO BE GENERAL- PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL. 5. INTERIOR CABINET SURFACES & SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, UON. 6. SHELF EDGING TO BE P -LAM, UON. 7. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. DMSION VIII - DOORS AND WINDOWS, 08210 - WOOD DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, UON. 3. DOORS SHALL BE PRE - MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 5. CONTRACTOR SHALL REVIEW SUITE FOR DOOR STYLE CHANGES AND VERIFY WITH ARCHITECT AND BUILDING MANAGEMENT THE DOOR STYLE TO MATCH IF A VARIATION IS PRESENT. 08710 - FINISH HARDWARE 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY WITH BUILDING MANAGEMENT. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1 -1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET ACCESSIBILITY REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE AND RATED AT REQUIRED ASSEMBLIES. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES. 8. ALL HARDWARE SHALL MATCH BUILDING STANDARD IN STYLE AND FINISH. 9. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. 10. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE. 11. PROVIDE PROPER SMOKE GASKETS AT RATED ASSEMBLIES. 12. MATCH BUILDING STANDARD SPECIFICATIONS AND FINISHES. 13. THE FOLLOWING UL 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 MORE THAN 15 LBS. VERIFY WITH BUILDING STANDARD & MANAGEMENT AND INFORM ARCHITECT IF BUILDING STANDARD DOESN'T COMPLY. 08810 - GLASS 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/41' TEMPERED SAFETY GLAZING, UON. 2. CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE FOR DIMENSIONS AND SPANS. 3. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 4. RATED GLASS (CERAMIC) RELITE SHALL BE PREMIUM POLISHED FINISH. DMSION IX - FINISHES, 09250 GYPSUM DRYWALL AND METAL STUDS 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES TO THE PARTITION HEADS AND CEIUNG GRID. 6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPLICABLE. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M /R" TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI - EXPOSED. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE STRUCTURAL DIAGONAL BRACING AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS. 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES ETC. ON BOTH SIDES OF CROSSING /PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES AND MATERIALS. 14. FIRE AND SMOKE SEPARATION ASSEMBLIES SHALL BE MARKED AS REQUIRED IN IBC SECTION 703.6. 09500 - CEILING SUSPENSION SYSTEMS. 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. VERIFY WITH BUILDING MANAGEMENT IF EXISTING CONDITIONS ARE SEISMICALLY BRACED OR PROVIDE PER CODE. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE AND DATA CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEILING TILE, UON. 6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 7. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12' -0 ". ANCHOR AS REQUIRED. 9. IN AREAS OF ALTERATIONS CONTRACTOR SHALL MATCH CONDITIONS AND MAKE EVERY EFFORT TO ALIGN, LEVEL AND MATCH NEW CEILING TO OLD. CONTRACTOR SHALL REVIEW ALL CEILINGS UPON COMMENCEMENT OF THE PROJECT AND INFORM THE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN THE CEILING WITHIN 10 DAYS. 10. ADJUST PARTITION HEAD DETAIL TO MATCH EXISTING CEILING CONDITIONS IF NECESSARY. 09530 - ACOUSTICAL TREATMENT 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID, UON. 09650 - RESILIENT FLOORING 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 2. PROVIDE RUBBER - REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12 ". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITIOUS UNDERLAY PER 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'. 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 09900 - PAINTING AND STAIN 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL, UON. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 3. PAINT FOR THE UGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3 -B "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3 -B "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 6. TOUCH -UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM, UON. 8. ALL PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (ESPECIALLY IN REGARD TO THE PRIMING OF EXISTING SURFACES). 9. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 10. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 11. SAND ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH FINISH. 12. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. DMSION XII - FURNISHINGS 12500 - WINDOW TREATMENT 1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED AND CLEANED TO LIKE -NEW CONDITION. 2. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. MATCH EXISTING CONDITIONS UON. 3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1" MINI - BLINDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. DIVISION XV - MECHANICAL 15400 - PLUMBING 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, OR PER BUILDING STANDARD, UON. 4. PROVIDE HOT AND COLD WATER TO SINKS /DISHWASHERS IF APPLICABLE. 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE. VERIFY LOCATIONS WITH BUILDING MANAGEMENT AND INSPECTORS. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO 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. 8. VERIFY WATER SUPPLY Sc SEWER DRAIN CAPACITY FOR ENTIRE BUILDING WILL MEET NEW CAPACITY WHEN NEW RESTROOMS ARE ADDED TO BUILDING. 15500 - FIRE PROTECTION 1. ALTER OR INSTALL FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A -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. 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 APPUCABLE. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUD RINGS TO BE LOCATED AT 18" AFF TO THE CENTER LINE, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED UON. 6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND FAULT INTERRUPTED CIRCUIT. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVER PLATES SHALL BE BUILDING STANDARD FINISH, UON. VERIFY WITH BUILDING MANAGEMENT. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANT'S NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. 11. THE CONTRACTOR IS TO COORDINATE WITH THE TENANTS SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J -BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. FLOOR SHALL BE LEFT FLUSH. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVER PLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK -TO -BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED FOR ACOUSTICAL CONTROL. 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN /BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN /BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER /DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, SYSTEM FURNITURE, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER /DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE GRILLS AND THERMOSTATS. 24. RECIRCUIT, ALTER OR SEPARATE ELECTRICAL AND VOICE SYSTEM AS NECESSARY AND AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 16500 - LIGHTING 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBILITY CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 3. WHEN WORKING IN PUBLIC CORRIDOR VERIFY SWITCHING REQUIREMENTS WITH BUILDING MANAGEMENT. 4. VERIFY WITH BUILDING MANAGEMENT SEPARATION OF SUITE SWITCHING WHEN DEMISING CONFIGURATIONS CHANGE. 5. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE OR CENTER OF 2X2 PORTION OF 2X4 SECOND LOOK TEGULAR TILE. UON. 6. REUSE ALL EXISTING BUILDING STANDARD FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS. 7. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 8. ALL OFFICE AREAS LESS THAN 300 SQ. F. ENCLOSED BY WALLS OR CEILING - HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. RECEIVED APR 18 2011 PERMIT CENTER 10. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 9. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 11. CONTRACTOR SHALL RE- CIRCUIT AND RE -SWITCH ALL ASPECTS OF TENANT SUITE AND ADJOINING SUITES AS NECESSARY TO FULLY SEPARATE TENANT SUITE FROM OTHERS, AND PROVIDE NEW CORRIDOR, HALLWAY AND OPEN OFFICE SWITCHES AS NEEDED. 12. VERIFY SWITCHING WITH TENANT AND BUILDING MANAGEMENT. VERIFY APPROVED ENERGY CODE REQUIREMENTS OR ENERGY MANAGEMENT SYSTEM AS PART OF THE DESIGN BUILD CONTRACT. 13. PROVIDE, ALTER OR VERIFY ALL EMERGENCY EXIT LIGHTING AND ACCESS PATHWAY LIGHTING AS DIRECTED BY EXISTING CONDITIONS AND CODE REQUIREMENTS. 14. EXIT SIGNS SHALL HAVE UL #924. 102. ■ Tenant: COMP VIEW ANDOVER EXECUTIVE PARK 652 INDUSTRY DRIVE TUKWILA, WA 98188 A Tenant Improvement for: REIT MANAGEMENT & RESEARCH ANDOVER EXECUTIVE PARK 617 INDUSTRY DRIVE TUKWILA, WA 98188 burgess design I interiors 0 architecture 1228 Fifth Avenue Suite 500. Seattle . WA 98101 TEL: 206.587.7120 FAX:206. 587.7122 All reproduction & intellectual property rights reserved c 2010 1.-"ArvI-.--- CODE CO wJ FOR ��p � MPLIANCE oVED MAY 432011 Tul (BUIgOf ING MTV Professional seal No. Issue Description Date REVIEW SET PERMIT SET REVIEW PERMIT REVIEW SET PERMIT SET 4/4/11 4/7/11 4/13/11 4/15/11 Drawn by: TS Reviewed by: KK Project No: 10- 3402 -00 PROJECT NOTES Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.1 / / / / / / / / / / / / / i • r — r ♦ ♦ / / / / / / / • REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 3 2011 City of Tukwila BUILDING DIVISION DRIVE AISLE AND LOADING /SERVICE AREA SITE PLAN ■ / EXISTING SIDEWALK INDUSTRY DRIVE PARKING CALCULATIONS BUILDING FOOTAGES WAREHOUSE: 6,260 SQUARE FEET OFFICE: 9,648 SQUARE FEET PARKING RATIO 1/2,000 = 3 SPACES 3/1,000 = 29 SPACES TOTAL SPACES REQUIRED: 32 SPACES PROJECT SITE HAS 56 EXISTING SPACES PROJECT LOSES 2 SPACES DUE TO FENCING TO CREATE SECURITY PARKING. PROJECT HAS OVER CAPACITY OF 22 ADDmONAL SPACES AND SECURE PARKING HAS 5 SPACES. NO LOSS OF LANDSCAPING. SITE NOTES BUILDING SHARES PROPERTY WITH 6 OTHER BUILDINGS ALL PARKING SHOWN IS EXISTING. PROJECT HAS (2) ADA SPACE PER 1106.1. CONTRACTOR SHALL CUT, ALTER OR STEP FENCE ASSEMBLY TO ASSURE THAT THE FENCE IS NO/ HIGHER THAN 6' -0" 6' -0" HIGH CHAIN LINK FENCE, TYP. / REPLACE PLANTING AS NEEDED, TYP. / / / FACE OF CURB, TYP. 11 u 6' -0" STEEL POST, TYP. SECURED PARKING PLAN 0 8' 16' 1d' TYP. ROWNG GATE ASSEMBLY TO BE NO LESS THAT 8' -6" WIDE, TYP. VERIFY ALL DIMENSIONS WITH BUILDING MANAGEMENT. 1/8" = 1'— 0" DID- loz FENCE SHALL HAVE GALVANIZED FINISH. USE COMMON HARDWARE AND ATTACHMENTS. VERIFY SIZES AND PLACEMENT FOR STRUCTURAL PURPOSES WITH SUBCONTRACTOR, TENANT AND LANDLORD. TENANT WILL LOCK WITH CHAIN AND PADLOCK. :' i � i �i � 3 i �i � i � i � i � i �i �i �i� � � i � i� i� i� i �i �i �i �' � i � � i �� � i �+ ► � �� i � iii � i � i' i <i ++ * *+ �++ � �+ � � � � ����.� +� ` +�����+►����� �.�.�+�+ ++fit i • ~ . • • + ++ • . •••••••• + ++ • + • + • ++ • + + ++ + + 1 + ++ ++ i ++ + i ++ + + ++ + + + +. ++ � + + • "*"..• + ii + 4+ * + i. ++ l• +i DEMOLITION PLAN (1I:: 8' 16' 24' 1/8" = 1'— 0" DEMOLITION SYMBOLS t� _ _ EXISTING CONSTRUCTION TO BE REMOVED EXISTING CONSTRUCTION TO REMAIN GENERAL DEMOLITION NOTES 1. REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF DEMOTION. 2. SAVE AND STORE ALL UGHT FIXTURES, EXIT SIGNS, DOORS & HARDWARE FOR RE —USE, UON. 3. SAVE ALL EXISTING PLUMBING FIXTURES FOR RE —USE, UNLESS OTHERWISE NOTED. 4. REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS, ETC FROM ALL DEMOLISHED PARTITIONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL THE WAY BACK TO THE ORIGINATING SOURCE, UON. 5. REMOVE ALL FLOOR AND WALL FINISHES EXCEPT FOR EXISTING ROOMS NOTED AS NOT IN CONTRACT OR OTHERWISE INDICATED IN THE KEY NOTES. 6. INTENT OF WORK IS TO REUSE AS MUCH AS POSSIBLE. 7. VERIFY WITH RCP AREAS OF SELECTIVE DEMOLITION TO CREATE CEILING SOFFITS. KEYED SHEET NOTES DEMO DOOR, FRAME, AND HARDWARE — TO BE STORED OR RELOCATED AND REINSTALLED WHERE APPLICABLE. VERIFY WITH BUILDING MANAGEMENT. REMOVE PORTION OF EXISTING PARTMON. DEMO CARPET THROUGHOUT NEW WAREHOUSE AREA, CLEAN GLUE FROM EXISTING CONCRETE AND LEAVE FLOOR IN BROOM CLEAN CONDMON AT END OF JOB. REMOVE ALL FIXTURES. REMOVE STOREFRONT AND PREPARE FOR NEW BUILDING STANDARD STOREFRONT ASSEMBLY. REMOVE AND RELOCATE REUTE. 1 REVIEWED FOR ODE COMPLIANCE ' APPROVED MAY 0 3 20 i1 City of Tukwila BUILDING nIVI I(N pal — 101. RECEIVED APR 18 2011 PERMIT CENTER Tenant: COMP VIEW ANDOVER EXECUTIVE PARK 652 INDUSTRY DRIVE TUKWILA, WA 98188 A Tenant Improvement for: REIT MANAGEMENT & RESEARCH ANDOVER EXECUTIVE PARK 617 INDUSTRY DRIVE TUKWILA, WA 98188 burgess design I interiors Q architecture 1328 Fifth Avenue Suite 500. Seattle . WA 98101 MEL: 206.587.7120 FAX206. 597.7122 M reproduction & intellectual property rights reserved c 2010 Professional seal No. Issue Description REVIEW SET PERMIT SET REVIEW PERMIT REVIEW SET PERMIT SET Date 4/4/11 4/7/11 4/13/11 4/15/11 Drawn by: TS Reviewed by: KK Project No: 10- 3402 -00 DEMOLITION PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.1.1 (E) WAREHOUSE (E) 124 • (E) (E) 8' —O" 5' -0" WAREHOUSE 126 1 1 1 NEW 123 RESTROOM NEW BREAK ROOM OFFICE OFFICE OFFICE OFFICE NEW CONFERENCE OPEN OFFICE OPEN OFFICE NEW RECEPTION REVIEWED FOR CODE COMPLIANCE ' APPROVED MAY 032011 MEETING AREA OFFICE NEW OFFICE NEW OFFICE CONFERENCE OFFICE NEW OFFICE City of Tukwila BUILDING rninRIfN CONSTRUCTION PLAN 0 8' 16' 24' 30 "X48" 60 "X60" 0 "X48" CLEARANCE LEARANCIEF— CLEARANCE 3' -2" 5' -0" MIN. 0 .1 II o ENLARGED RESTROOM PLAN 0 8' 16' 24' 1/8" = 1'— 0" 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot - candle at the walking surface. 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings...for exit discharge doorways... 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.4 Performance of system. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot - candle and a minimum at any point of 0.1 foot - candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ration of 40 to 1 shall not be exceeded. 1/4" = 1'— 0" EXISTING PARAPET A.2A.1 STOREFRONT ELEVATION 0 8' 16' 24' 3/8" = 1'— 0" PAINTED BREAK METAL EDGE NECTION FROM STOREFRONT OSED AGGREGATE CONCRETE ND CAULK EDGE. SS TO BE DUAL GLAZED FINISHED GRADE NOTE: VERIFY ALL EXISTING CONDITIONS AND ALL FINISHES WITH BUILDING MANAGEMENT. EXISTING PRECAST PANEL EXTEND EXISTING INTERIOR FURRING SHIM AS REQ'D. TYP. VERTICAL SUP JOINT. HEAD /JAMB FRAME AND GLAZING EXTERIOR 3/4" HORIZONTAL /VERTICAL INTERMEDIATE MULLIONS FACE OF EXISTING WALL BEYOND FRAME AND GLAZING PER SCHED. TYP. BACKER ROD AND SEALANT, TYP. EXIST. EXT. FINISH SHIM AS REQUIRED SILL EXISTING SLAB FOUNDATION STL OR1FRONT SECTION • DOOR SIMILAR. • MATCH EXISTING CONDInONS IN OTHER PARTS OF THE CAMPUS. • PROVIDE ALL WATER PROOFING. • ALL WORK TO COMPLY WITH 2009 WSEC. 0 8' 16' 24' 3" = 1'— 0" SYMBOL LEGEND } } EXISTING CONSTRUCTION TO REMAIN NEW INSULATED INTERIOR PARTITION CONSTRUCTION, PER DETAIL K /A.9.1. NEW INSULATED NON RATED CONSTRUCTION TO DECK ABOVE, PER DETAIL J /A.9.1 FULL HEIGHT SIDELITE PARTIAL HEIGHT SIDELITE FRAMELESS SIDELITE 0 0 IVA NEW CASEWORK / MILLWORK LINE OF UPPER CABINETS F.E. 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 PARTION RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTMON ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTIONS. 6. PARTITONS 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. KEYED SHEET NOTES O 10 11 13 14 15 NEW ADA SINK: PROVIDE ELKAY CELEBRITY SINGLE BOWL SINK, MODEL GECR2521 L/R AND KOHLER TRITON /FINESSE SINK FAUCET K- 7776 -K WITH K- 16012 -5 TRITON WRISTBLADE LEVER HANDLES OR MOEN CHATEAU ONE HANDLE KITCHEN FAUCET MODEL #7445 OR APPROVED EQUAL PROVIDE CUT SHEETS FOR REVIEW. LOCK OFF DOOR. REMOVE JALOUSIE WINDOWS AND REPLACE WITH AXED PANE AT ALL LOCATIONS IN ASSEMBLY. PROVIDE BLACKOUT FILM ON INSIDE FACE OF GLASS. PROVIDE ACOUSTICAL BATT INSULATION FULL HEIGHT. PROVIDE ACOUSTICAL SEALANT BOTH SIDES OF WALL AT BASE. PROVIDE ACOUSTICAL TAPE AT WALL HEAD. SEE F /A9.2 FOR SHOWER ELEVATION. SEE G /A.9.2 FOR LAVATORY SECTION. PROVIDE ADA GRAB BARS, INCLUDING VERTICAL GRAB BARS. SEE J /A.9.2. LAYOUT RESTROOMS SO THAT TOILET DRAIN CAN BE REUSED. ANAL DIMENSION DETERMINED BY ROUGH IN INFORMATION OF FIXTURES. ONLY FINISHES CHANGE IN THESE RESTROOMS. RELOCATE RELITE TO THIS LOCATION. MATCH SILL HEIGHT FROM OLD LOCATION. NEW DOUBLE GLAZE STOREFRONT. PROVIDE PRICE OPTION TO REMOVE ALL GLASS FROM ASSEMBLY AND REPLACE WITH ABX PLYWOOD PANELS. PAINT TO MATCH FRAMES. AT WET AREAS IN RESTROOM PROVIDE FRP TO 48' HIGH AND 24' BEYOND FIXTURES. PLUMBING CALCS OFFICE FOOTAGE: 3,136 SF / 200 = 16 OCCUPANTS / 2 = 8 OCCUPANTS PER SEX OFFICE REQUIRES (1) FIXTURE PER SEX, (1) FIXTURE PER SEX IS PROVIDED WAREHOUSE FOOTAGE: 4,520 SF / 5,000 = 1 OCCUPANT WAREHOUSE REQUIRES 1 FIXTURE FOR BOTH SEXES, (1) FIXTURE FOR BOTH SEX IS PROVIDED EQUIPMENT LIST - VERIFY WITH BUILDING MANAGEMENT B/S ADA TOILET B/S SINK B/S ADA FAUSET B/S TOILET PAPER DISPENSER B/S TOILET SEAT COVER DISPENCER B/S PAPER TOWEL DISPENSER/WASTE RECEPTICLE B/S SHOWER CURTAIN, ROD AND HOOK ASSEMBLY (3) B/S COAT HOOKS D a2 RECEIVED APR 18 2011 PERMIT CENTER Tenant: COMP VIEW ANDOVER EXECUTIVE PARK 652 INDUSTRY DRIVE TUKWILA, WA 98188 A Tenant Improvement for: REIT MANAGEMENT & RESEARCH ANDOVER EXECUTIVE PARK 617 INDUSTRY DRIVE TUKWILA, WA 98188 burgess design I interiors 0 architecture 1328 Filth Avenue Suite 500 . Seattle . WA 98101 TEL: 206.587.7120 FAX:206. 597.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal No. Issue Description Date REVIEW SET PERMIT SET REVIEW PERMIT REVIEW SET PERMIT SET 4/4/11 4/7/11 4/13/11 4/15/11 Drawn by: TS Reviewed by: KK Project No: 10- 3402 -00 CONSTRUCTION PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2A.1 -- PROVIDI _ // /j // // /j, // // AT CON TO EXF WALL A ALL GL EXISTINi ': / // // // // // // // - / / ANGLED. onvoTlnOnl ,f' X A.2A.1 STOREFRONT ELEVATION 0 8' 16' 24' 3/8" = 1'— 0" PAINTED BREAK METAL EDGE NECTION FROM STOREFRONT OSED AGGREGATE CONCRETE ND CAULK EDGE. SS TO BE DUAL GLAZED FINISHED GRADE NOTE: VERIFY ALL EXISTING CONDITIONS AND ALL FINISHES WITH BUILDING MANAGEMENT. EXISTING PRECAST PANEL EXTEND EXISTING INTERIOR FURRING SHIM AS REQ'D. TYP. VERTICAL SUP JOINT. HEAD /JAMB FRAME AND GLAZING EXTERIOR 3/4" HORIZONTAL /VERTICAL INTERMEDIATE MULLIONS FACE OF EXISTING WALL BEYOND FRAME AND GLAZING PER SCHED. TYP. BACKER ROD AND SEALANT, TYP. EXIST. EXT. FINISH SHIM AS REQUIRED SILL EXISTING SLAB FOUNDATION STL OR1FRONT SECTION • DOOR SIMILAR. • MATCH EXISTING CONDInONS IN OTHER PARTS OF THE CAMPUS. • PROVIDE ALL WATER PROOFING. • ALL WORK TO COMPLY WITH 2009 WSEC. 0 8' 16' 24' 3" = 1'— 0" SYMBOL LEGEND } } EXISTING CONSTRUCTION TO REMAIN NEW INSULATED INTERIOR PARTITION CONSTRUCTION, PER DETAIL K /A.9.1. NEW INSULATED NON RATED CONSTRUCTION TO DECK ABOVE, PER DETAIL J /A.9.1 FULL HEIGHT SIDELITE PARTIAL HEIGHT SIDELITE FRAMELESS SIDELITE 0 0 IVA NEW CASEWORK / MILLWORK LINE OF UPPER CABINETS F.E. 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 PARTION RATINGS. 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 5. PROVIDE PARTMON ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTIONS. 6. PARTITONS 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. KEYED SHEET NOTES O 10 11 13 14 15 NEW ADA SINK: PROVIDE ELKAY CELEBRITY SINGLE BOWL SINK, MODEL GECR2521 L/R AND KOHLER TRITON /FINESSE SINK FAUCET K- 7776 -K WITH K- 16012 -5 TRITON WRISTBLADE LEVER HANDLES OR MOEN CHATEAU ONE HANDLE KITCHEN FAUCET MODEL #7445 OR APPROVED EQUAL PROVIDE CUT SHEETS FOR REVIEW. LOCK OFF DOOR. REMOVE JALOUSIE WINDOWS AND REPLACE WITH AXED PANE AT ALL LOCATIONS IN ASSEMBLY. PROVIDE BLACKOUT FILM ON INSIDE FACE OF GLASS. PROVIDE ACOUSTICAL BATT INSULATION FULL HEIGHT. PROVIDE ACOUSTICAL SEALANT BOTH SIDES OF WALL AT BASE. PROVIDE ACOUSTICAL TAPE AT WALL HEAD. SEE F /A9.2 FOR SHOWER ELEVATION. SEE G /A.9.2 FOR LAVATORY SECTION. PROVIDE ADA GRAB BARS, INCLUDING VERTICAL GRAB BARS. SEE J /A.9.2. LAYOUT RESTROOMS SO THAT TOILET DRAIN CAN BE REUSED. ANAL DIMENSION DETERMINED BY ROUGH IN INFORMATION OF FIXTURES. ONLY FINISHES CHANGE IN THESE RESTROOMS. RELOCATE RELITE TO THIS LOCATION. MATCH SILL HEIGHT FROM OLD LOCATION. NEW DOUBLE GLAZE STOREFRONT. PROVIDE PRICE OPTION TO REMOVE ALL GLASS FROM ASSEMBLY AND REPLACE WITH ABX PLYWOOD PANELS. PAINT TO MATCH FRAMES. AT WET AREAS IN RESTROOM PROVIDE FRP TO 48' HIGH AND 24' BEYOND FIXTURES. PLUMBING CALCS OFFICE FOOTAGE: 3,136 SF / 200 = 16 OCCUPANTS / 2 = 8 OCCUPANTS PER SEX OFFICE REQUIRES (1) FIXTURE PER SEX, (1) FIXTURE PER SEX IS PROVIDED WAREHOUSE FOOTAGE: 4,520 SF / 5,000 = 1 OCCUPANT WAREHOUSE REQUIRES 1 FIXTURE FOR BOTH SEXES, (1) FIXTURE FOR BOTH SEX IS PROVIDED EQUIPMENT LIST - VERIFY WITH BUILDING MANAGEMENT B/S ADA TOILET B/S SINK B/S ADA FAUSET B/S TOILET PAPER DISPENSER B/S TOILET SEAT COVER DISPENCER B/S PAPER TOWEL DISPENSER/WASTE RECEPTICLE B/S SHOWER CURTAIN, ROD AND HOOK ASSEMBLY (3) B/S COAT HOOKS D a2 RECEIVED APR 18 2011 PERMIT CENTER Tenant: COMP VIEW ANDOVER EXECUTIVE PARK 652 INDUSTRY DRIVE TUKWILA, WA 98188 A Tenant Improvement for: REIT MANAGEMENT & RESEARCH ANDOVER EXECUTIVE PARK 617 INDUSTRY DRIVE TUKWILA, WA 98188 burgess design I interiors 0 architecture 1328 Filth Avenue Suite 500 . Seattle . WA 98101 TEL: 206.587.7120 FAX:206. 597.7122 All reproduction & intellectual property rights reserved c 2010 Professional seal No. Issue Description Date REVIEW SET PERMIT SET REVIEW PERMIT REVIEW SET PERMIT SET 4/4/11 4/7/11 4/13/11 4/15/11 Drawn by: TS Reviewed by: KK Project No: 10- 3402 -00 CONSTRUCTION PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2A.1 di.. .§ +.t•s:h_�i(inds5l >2�$.�"3e^ati �e'�5'u1 c^\ REFLECTED CEILING DEMO PLAN � ►� 1/8" = 1'— 0" 0 8' 16' 24' ! hill •I13III13IIII1�I�R � I n 1 al illabliii iiiiiiiiiii111111 Immo 1111111161111111111-ME iffilli 11111111111111111111111111 Lim HEiiiiII!'iIiIIIiiIIl� < �IL�' 1�• 1111 titeri scadi r flu: �z ter— 11■1 11 NFERENf►L�- - Ill �.I1111I�I—rA1 B1gai1111 Im11111111121111111311h1 ir AEI :IIiiidIiIII ■ I!IiiII11M' M-1-71-111111 �1111h1111�1111111EHE IIiIiIiIiIiIIiIiII1Ifli!! ��� ri,w:llomH ■ IIII i 1J:411 °iiii1iiiiiiiP ■m■mmomP�iPMNEN OFFI REFLECTED CEILING PLAN 0 8' 16' 24' 1/8" = 1'- 0" 1 REVIEWED FOR CIANCE ' APPROVED CODE MAY 0OMPL32011 City of Tukwila BUILDINA nnniglniu CEILING LEGEND SYMBOL 1/1 DESCRIPTION /SPEC EXISTING 2' X 4' FLUORESCENT FIXTURE TO REMAIN. LIGHTING OO EXISTING RECESSED CAN LIGHT TO REMAIN. EXISTING RECESSED CAN UGHT TO BE REMOVED. N/R N = NEW R = RELOCATED EXISTING 2' X 4' FLUORESCENT FIXTURE TO BE REMOVED. NEW OR RELOCATED 2' X 4' FLUORESCENT FIXTURE. N/R ®N =NEW R = RELOCATED N N = NEW EXISTING 1' X 4' SUSPENDED FLUORESCENT FIXTURE TO REMAIN. ®N /R N = NEW N/R N = NEW R = RELOCATED EXISTING 1' X 4' SUSPENDED FLUORESCENT FIXTURE TO BE REMOVED. NEW OR RELOCATED 1' X 4' SUSPENDED FLUORESCENT FIXTURE. N = NEW NEW OR EXISTING CEIUNG FAN CEILING LEGEND 1 _1 L- NEW OR RELOCATED RECESSED CAN LIGHT. NEW B/S EMERGENCY FIXTURE PER IBC 1006. NEW OR RELOCATED EXIT SIGN. COORDINATE FINAL LOCATION WITH CODE OFFICIAL. EXISTING CEILING GRID AND TILE TO BE REMOVED. NEW B/S CEILING GRID AND TILE TO MATCH EXISTING. SEE B /A.9.1. NEW GWB CEIUNG TO ALIGN WITH EXISTING GWB CEIUNG. SEE A /A.9.1. CONTROLS SYMBOL DESCRIPTION 3 NEW SWITCH LOCATION. NEW THREE —WAY SWITCH LOCATION 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 LIFE SAFETY FOR COMPLETE REFLECTED CEIUNG PLAN DESIGN. 3. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCHES IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND COVERED WITH A SINGLE COVERPLATE. 5. CLEAN, REPAIR OR REPLACE AS REQUIRED ALL EXISTING SUSPENDED CEILING GRID AND TILES EXISTING TO REMAIN. 6. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY /RETURN GRILLS PRIOR TO COMPLETION OF PROJECT. 7. ELECTRICAL SUB — CONTRACTOR IS . RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE RELOCATED. 8. ELECTRICAL SUB — CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES DESIGNATED AS NEW. 9. DRAWING SHOWS ONE METHOD OF PROVIDING EGRESS ILLUMINATION FOR IBC 1006. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THIS SYSTEM UNDER THE DESIGN BUILD CONTRACT. VERIFY WITH BUILDING MANAGEMENT'S EXISTING SYSTEM AND PROVIDE FULL COMPLIANCE TO NEW TENANT SPACE. KEYED SHEET NOTES 1O PROVIDE NEW CEIUNG GRID AND TILE TO MATCH AND ALIGN WITH EXISTING GRID AND TILE. 4::: PROVIDE SOFFIT AT AREA OF REMOVED PARTITION TO 1" BELOW ACT CEILING. 3O PROVIDE VAPOR PROOF DOWNUGHTS IN SHOWER ROOM. O VENTILATION UNDER DESIGN BUILD CONTRACT. SWITCH FAN AT SHOWER TO RUN 20 MINUTES AFTER SHUTTING OFF THE LIGHT. O VERIFY NEW WAREHOUSE UGHT SWITCHING REQUIREMENTS WITH TENANT. LIGHTING SUMMARY 2009 Washington State Nonresidential Energy Code Compliance Form Lighting Summary LTG —SUM 2009 Project Info Project Address: COMP VIEW 652 INDUSTRY DRIVE 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 Baking ❑ Addition ea Alteration Date 4/4/11 For Building Department Use Compliance Option ❑ Proscriptive LE Ughting Power Allowance ❑ syoteme kalyeis (See Quairication Checkist (aver). Intricate Preemptive & IPA spaces dearly on plans.) ❑ No changes are being mode to the lighting MI Less than 60% of the fixtures are new and installed rghting wattage is not being increased (18) 2X4 FIXTURES AT 96 WATTS HAVE BEEN REMOVED FOR A TOTAL OF 1,728 WATTS (20) 1X4 FIXTURES AT 64 WATTS HAVE BEEN ADDED FOR A TOTAL OF 1,280 WATTS TOTAL WATTAGE REMOVED: 448 WATTS b\1OL RECEIVED APR 18 2011 PERMIT CENTER Tenant: COMP VIEW ANDOVER EXECUTIVE PARK 652 INDUSTRY DRIVE TUKWILA, WA 98188 A Tenant Improvement for: REIT MANAGEMENT & RESEARCH ANDOVER EXECUTIVE PARK 617 INDUSTRY DRIVE TUKWILA, WA 98188 burgess design I interiors o architecture 1328 Fifth Avenue Suite 500 . Seattle . WA 98101 TEL; 208.587.7120 FAX208. 587,7122 All reproduction & intellectual property rights reserved c 2010 Professional seal No. Issue Description Date REVIEW SET PERMIT SET REVIEW PERMIT REVIEW SET PERMIT SET 4/4/11 4/7/11 4/13/11 4/15/11 Drawn by: TS Reviewed by: KK Project No: 10- 3402 -00 REFLECTED CEILING DEMO PLAN REFLECTED CEILING PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2B.1 WAREHOUSE WAREHOUSE RESTROON GFl HOWER HALLWAY BREAK ROOM CONFERENCE +4 +4. +4 GF1 +4. RECEIVING OFFICE OFFICE : OFFICE z@ OFFICE OFFICE - OPEN OFFICE RES OOM 109 SERVER/ WORK ROOM OPEN OFFICE OFFICE RECEPTION MEETING AREA OFFICE OFFICE OFFICE CONFERENCE uPOWER AND DATA PLAN 0 8' 16' 24' 1/8" = 1,_ 0" OFFICE 1 REVIEWED CODE COMPLIANCE APPROVED NE MAr 032011 11 City of Mk% BUILDING OI Vf ON WALL MOUNTED DEVICES SYMBOL DESCRIPTION gSCP2. EXISTING TO REMAIN i4# DUPLEX OUTLET ( # DENOTES MOUNTING HT IN INCHES) QUADRAPLEX OUTLET Fo DEDICATED DUPLEX OUTLET DEDICATED QUADRAPLEX OUTLET JUNCTION BOX Fo VOICE & DATA COMBINATION OUTLET DATA OUTLET VOICE OUTLET BLANK COVER PLATE 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 GFl DENOTES A GROUND FAULT INTERRUPT CIRCUIT GENERAL ELECTRICAL NOTES 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 2. ELECTRICAL SUB — CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE WORKING CONDMON 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 O SERVER ROOM: COORDINATE POWER, COMMUNICATION, AND BTU OUTPUT WITH TENANT. 2O SERVER ROOM HAS UPS SYSTEM LESS THAN MINIMUM REQUIREMENTS FOR ADDED PROTECTIONS AS REQUIRED BY IFC TABLE 608.1. 0. VERIFY NEW WAREHOUSE POWER WITH TENANT. EQUIPMENT LIST — VERIFY ALL REQUIREMENTS WITH TENANT 11 El ci 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 UNE) MICROWAVE ON COUNTER HOT WATER HEATER (BY G.C. — COORDINATE LOCATION WITH BUILDING MANAGEMENT AND CODE COMPLIANCE) MECHANICAL NOTES FROM BUILDING MANAGEMENT 1. REMOVE AND REPLACE (2) EXISTING UNIT HEATERS. 2. ALTER DUCTWORK AS NEEDED FOR NEW OFFICE AREAS. 3. FURNISH AND INSTALL GRILLES AS NEEDED FOR NEW OFFICE AREAS. 4. FURNISH AND INSTALL (1) EXHAUST FAN FOR NEW ADA RESTROOM IN NEW WAREHOUSE AREA 5. FURNISH AND INSTALL (1) EXHAUST FAN FOR THE SERVER ROOM. 6. FURNISH AND INSTALL (1) NEW PROGRAMMABLE THERMOSTAT. 7. PERFORM A NON CERTIFIED AIR BALANCE ON EXISTING GRILLES. 8. START AND TEST EXISTING HVAC EQUIPMENT NOTIFY OF ANY REPAIRS NEEDED. 9. MECHANICAL PERMIT FOR ABOVE WORK SUPPLIED BY OTHERS. 10. ONE YEAR LABOR WARRANTY ON MATERIALS. RECEIVED APR 18 2011 PERMIT CENTER Tenant: COMP VIEW ANDOVER EXECUTIVE PARK 652 INDUSTRY DRIVE TUKWILA, WA 98188 A Tenant Improvement for: REIT MANAGEMENT & RESEARCH ANDOVER EXECUTIVE PARK 617 INDUSTRY DRIVE TUKWILA, WA 98188 burgess design I interiors 0 architecture 1326 Fifth Avenue Suite 500 . Seattle . WA 98101 TEL: 200.587.7120 FAX:206. 581.7122 M reproduction & intellectual property rights reserved c 2010 Professional seal No. Issue Description REVIEW SET PERMIT SET REVIEW PERMIT REVIEW SET PERMIT SET Date 4/4/11 4/7/11 4/13/11 4/15/11 Drawn by: TS Reviewed by: KK Project No: 10- 3402 -00 POWER & DATA PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2C.1 RESTROOM HALLWAY BREAK ROOM OFFICE OFFICE OFFICE OFFICE CONFERENCE OPEN OFFICE OFFICE RESTROOM SERVER/ WORK ROOM I J RESTROOM OPEN OFFICE OFFICE RECEPTION MEETING AREA OFFICE OFFICE OFFICE FINISH FLOOR PLAN ors � 0 8' 16' 24' 1/8" = 1'- 0" OFFICE CONFERENCE OFFICE FINISH SPECIFICATIONS SYMBOL MANUFACTURER DESCRIPTION BASE B -1 ROPPE 4 "h COVED RUBBER BASE. COLOR: TBD CARPET CPT -1 TBD FIELD CARPET COLOR: TBD INSTALLED: DIRECT GLUE VINYL COMPOSITION TILE ARMSTRONG 12" X 12" STANDARD EXCELON 1/4 TURNED. COLOR: TBD TRANSITION STRIP: MATCH BASE VCr -2 ARMSTRONG 12" X 12" STANDARD EXCELON 1/4 TURNED. COLOR: TBD TRANSMON STRIP: MATCH BASE SHEET VINYL TBD STYLE: TBD COLOR: TBD TRANSMON STRIP: MATCH BASE PAINT P -1 BENJAMIN MOORE GWB EGGSHELL FINISH COLOR: TBD P -2 BENJAMIN MOORE GWB EGGSHELL FINISH COLOR: TBD P -3 BENJAMIN MOORE WOOD DOOR /FRAME SEMI -GLOSS 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 TRANSMON BETWEEN MATERIALS UNDER DOOR PER DETAILS. 6. ALL DOORS AND FRAMES TO BE PAINTED P -1 IN A SEMI -GLOSS FINISH. 1 REVIEWED FOR ODE COMPLIANCE ' APPROVED BUILDINm nnMAY 032011 City of Tukwila n,Slf1N KEYED SHEET NOTES CONCRETE FLOOR TO IN BROOM CLEAN CONDMON AT END OF JOB. O REFORMULATE PAINT IN SHOWER ROOM TO EPDXY PAINT, P -1. O REFORMULATE PAINT IN RESTROOM TO SEMI -GLOSS PAINT, P -1. D ll RECEIVED APR 18 2011 PERMIT CENTER Tenant: COMP VIEW ANDOVER EXECUTIVE PARK 652 INDUSTRY DRIVE TUKWILA, WA 98188 A Tenant Improvement for: REIT MANAGEMENT & RESEARCH ANDOVER EXECUTIVE PARK 617 INDUSTRY DRIVE TUKWILA, WA 98188 burgess design I interiors Q architecture 1326 Fifth Avenue Suite 500. Seattle . WA 98101 TEL: 208.587.7120 FAX:208. 587.7122 M reproduction & intellectual property rights reserved c 2010 Professional seal No. Issue Description Date REVIEW SET 4/4/11 PERMIT SET REVIEW 4/7/11 PERMIT REVIEW SET 4/13/11 PERMIT SET 4/15/11 Drawn by: TS Reviewed by: KK Project No: 10- 3402 -00 FINISH FLOOR PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.2D.1 12 GA. BRACING WIRE WITH MINIMUM 4 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE —TYP. 8 GA. VERTICAL HANGER WIRE AT 4' -0' EACH WAY WITH MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE SEISMIC COMPRESSION STRUT 12' -0" O.C. MAX. IN EACH DIRECTION. A CROSS RUNNER MAIN RUNNER DISTANCE FROM BRACING WIRES TO CROSS RUNNERS NOTE: PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC SECTION 1621 MINIMUM STANDARD PER SECTION 9.6 ASCE7. INSTALL PER MFRS. SPECS. VERIFY REQUIREMENTS WITH CITY OFFICIALS. OTHER METHODS OF CONSTRUCTION MAY BE PERMITTED. VERIFY WITH BLDG MANAGEMENT AND CITY. GWB SEISMIC BRACING DIAGRAM 5/8" G.W.B. ATTCHED TO CROSS RUNNERS ONLY. 1/2" BOTTOM OF STRUCTURE SEALANT ATTACH GWB TO METAL STUDS LONG LEG TOP TRACK POWDER DRIVEN FASTENER 0 24 "oc CEILING AS SCHEDULED 3 5/8" X 20 GA. METAL STUDS STUDS 0 16" OC, TO 16' -5' MAX. HEIGHT. AT INALL LOCATIONS MATCH EXISTING CONDMONS. 1 LAYER OF 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS ATTACHED W/ #6 SCREWS 0 12" O.C. MAX. INSULATION UON ON PLANS POWDER DRIVEN FASTENER 24 "oc MET RUNNER TRACK SEALANT CONCRETE SLAB NTS NON -RATED FLOOR TO DECK PARTITION 0" 4" 8" 12" 3„ = 1,_0„ 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 -08 13.5.6. SEE NOTES ON L /A.9.1. USE OF 2" SEISMIC BERC CLIP AT MOULDING APPROVED BY CITY. ACT SEISMIC BRACING DIAGRAM NTS BOTTOM OF STRUCTURE 1 1 WHERE NOTED BY KEYNOTE 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 5-0" OR LESS 2 1/2 "x25 GA METAL STUD BRACING 0 8' -0" OC TO STRUCTURE DIRECTION ALTERNATE. PARTITIONS PERPENDICULAR TO PARTMON 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 1O' -0" OR PLENUM. CONTACT ARCHITECT FOR ADDITIONAL INFORMATION. MAX PARTMON WEIGHT 15Ibs. /P.S.F. SUSPENDED CEIUNG AS SCHEDULED (MAY BE GWB IN PLACES) 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 WHERE NOTED BY KEYNOTE PROVIDE BAIT INSULATION IN CAVITY. 2 1/2" X 25 GA (18 MILS) METAL STUDS 0 24" OC, TO 1O' -7" MAX. HEIGHT. 1 LAYER 5/8" TYPE "X" GYP. BD. EA. SIDE OF METAL STUDS ATTACHED W/ #6 SCREWS 0 12" O.C. MAX. POWDER DRIVEN FASTENER 0 24" OC MET. RUNNER TRACK SEALANT CONCRETE SLAB NON -RATED FLOOR TO CEILING PARTITION 0" 4" 8" 12" 3" = 1' -0" VERIFY ALL REQUIREMENTS WITH BUILDING MANAGEMENT GENERAL REQUIREMENTS REFERENCED SOURCES PER HIERARCHY: IBC (INTERNATIONAL BUILDING CODE), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, ASTM C 636), AMERICAN SOCIETY OF CML ENGINEERS (ASCE 7 -08) AND CEIUNGS 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 CEILING SPLAY BRACING SYSTEM. PER IBC 1613 ALL MAIN BEAMS TO BE HEAVY DUTY, PER ASCE 7 -08 ITEM 13.5.6. ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO 1/360 OF ITS SPAN. PER CISCA ZONES 3 -4 THESE REQUIREMENTS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANEL OR TILE, UGHT FIXTURES AND AIR TERMINALS WEIGHING NO MORE THAN 4 POUNDS PER S.F., PER ASCE 7 -08 ITEM 13.5.6. ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4' O.C., PER ASTM C 636 ITEM 2.3.4. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. PER ASCE 7 -08 SECTION 13.5.6. LATERAL FORCE BRACING LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY WIRES. LATERAL FORCE BRACINGS IS REQUIRED FOR CEILINGS OVER 1,000 S.F. AND NOT REQUIRED FOR CEILINGS UNDER 1,000 S.F. IF THEY ARE SURROUNDED BY FOUR WALLS AND BRACED TO STRUCTURE. PER ASCE 7 -08 SECTION 13.5.6. LATERAL FORCE BRACING SHALL BE 12' O.C. MAX. AND BEGIN WITHIN 6' FROM WALLS. PER CISCA SEISMIC ZONES 3 -4. SPLAY WIFES SHALL BE 12 GAGE ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER AND AT AN ANGLE NOT TO EXCEED 45' FROM THE PLANE OF THE CEILING. PER CISCA SEISMIC ZONES 3 -4. SPLAY WIRES ARE TO BE WITHIN 2" OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. PER CISCA 3 -4. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. PER ASCE 7 -08 SECTION 13.5.6. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. PER CISCA 3 -4. WALL MOLDINGS WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2" WIDE. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4" CLEARANCE FORM THE WALL AND BE FREE TO SLIDE. PER ASCE 7 -08 SECTION 13.5.6 ITEM b. MOLDING DIMENSIONS MUST BE CONSISTENT AND ALTERNATIVE CONNECTIONS ARE PERMISSIBLE WITH BUILDING MANAGEMENT AND CITY APPROVAL. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). PER CISCA SEISMIC ZONES 3 -4. THERE SHALL BE A MIN. 3/4" CLEARANCE • FROM THE END OF THE GRID SYSTEM AT UN— ATTACHED WALLS. PER ASCE 7 -08 SECTION 13.5.6. SPREADER BARS SPREADER (SPACER) BARS OR OTHER MEANS APPROVED BY LOCAL BUILDING DEPARTMENT SHALL BE USED TO PREVENT THE ENDS OF THE MAIN BEAMS AT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN LIEU OF SPREADER BARS. PER CISCA SEISMIC ZONES 3 -4. WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. SPREADER BARS ARE NOT REQUIRED IF A 90' INTERSECTING CROSS MAIN IS WITHIN 8" OF PERIMETER WALL. HANGER (SUSPENSION) WIRES HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. COUNTER SLOPING WIRES TO BE A PAIR OF WIRES SLOPING AWAY FROM GRID MEMBER IN OPPOSITE DIRECTIONS AT A MIN. 45' ANGLE FROM PLANE OF CEILING. PER ASTM C 636 SECTION 2.1.4 HANGER MIRES SHALL BE 12 GAGE AND SPACED 4" O.C. OR 10 GAGE SPACE 5' O.C. PER ASTM C 636. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. PER CISCA ZONES 3 -4. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER. PER CISCA ZONES 3 -4 POWDER DRIVEN FASTENERS MUST BE APPROVED FOR THE APPROPRIATE LOADING. PER ASCE 7 -08 SECTION 13.5.6. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8" OF EACH WALL WITH A PERIMETER WIRE. PER CISCA ZONES 3 -4. ELECTRICAL FIXTURES LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FORM THE FIXTURE TD THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. PER CISCA SEISMIC ZONES 3 -4. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER CISCA SEISMIC ZONES 3 -4. LIGHT FIXTURES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. PER CISCA SEISMIC ZONES 3 -4. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING 9 GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE 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 CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER CISCA SEISMIC ZONES 3 -4. TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS MUST BE INDEPENDENTLY SUPPORTED DIRECTLY FORM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. PER CISCA SEISMIC ZONES 3 -4. SEISMIC SEPARATION JOINTS FOR CEILING AREAS EXCEEDING 2500 S.F., A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORM OF THE CEILING BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. PER ASCE 7 -08 ITEM 13.5.6. SPECIAL INSPECTIONS SPECIAL INSPECTIONS SHALL BE SUBJECT TO SPECIAL INSPECTION REQUIREMENTS. SPRINKLERS FOR CEIUNGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1 INCH FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. PER ASCE 7 -08 13.5.6. L ACT NOTES NTS DOOR & HARDWARE GENERAL NOTES 1. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION. 2. DOOR WIDTH & HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME 0 HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES. 3. DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL WIDTH, U.O.N. 4. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH — BOLTS. 5. DOOR / HARDWARE SHALL COMPLY WITH ALL APPLICABLE IBC & ACCESSIBILITY REQUIREMENTS. UPGRADE ALL EXISTING HARDWARE AS NEEDED. HARDWARE GROUP HARDWARE GROUP HARDWARE REMARKS GROUP 1 EXISTING HARDWARE GROUP 2 SINGLE, PASSAGE LATCHSET NON —RATED 1 PASSAGE LATCHSET 1.5 PAIR HINGES 1 WALL — MOUNTED DOOR STOP GROUP 3 SINGLE, OFFICE LOCKSET NON —RATED 1 OFFICE FUNCTION LOCKSET 1.5 PAIR HINGES 1 WALL — MOUNTED DOOR STOP GROUP 4 SINGLE, PRIVACY LOCKSET NON —RATED 1 PRIVACY FUNCTION LOCKSET 1.5 PAIR HINGES 1 WALL— MOUNTED DOOR STOP GROUP 5 SINGLE, ENTRY LOCKSET NON —RATED 1 ENTRY FUNCTION LOCKSET 1.5 PAIR HINGES 1 WALL— MOUNTED DOOR STOP 1 CLOSER DOOR SCHEDULE DOOR NUMBER DOOR NOMINAL WIDTH NOMINAL HEIGHT HARDWARE GROUP 100 3, -0" 7' -0 B 5 AL PROVIDE ALL REQUIRED WATER PROOFING 101 3' -0" 7-0 B 5 AL PROVIDE ALL REQUIRED WATER PROOFING 102A 31 -0" 6' -8" A 2 WD 102B 3' -0" 6' -8" A 2 WD 104 3' -0" 6' -8" A 3 WD 105 3' -0" 6' -8" A 2 WD 108A 3' -0" 6' -8" A 2 108B 3' -0" 6' -8" A 2 WD WD 113 3, -0" 6' -8" A 3 WD 114 3, -0" 6' -8" A WD 115 3' -0" 6' -8" A 3 WD CppE WEDFOR AP� °�PL�A vGE Amy 3 2u11 116 3' -0" 6' -8" A 3 WD 117 3' -0" 6' -8" A 3 WD 121 3' -0" 6' -8" A 2 WD 122 3' -0" 6' -8" A 4 WD OlD�Y�u.la sull Nr T r tki 123 3' -0" 6' -8" A WD DOOR TYPES / II WIDTH die B/S PAINT GRADE WOOD FRAME B/S FLUSH S.C. PAINT GRADE WOOD DOOR E = EXISTING, MATCH ALL EXISTING CONDMONS —NEW B/S PAINT ALUMINUM STOREFRONT FRAME 1 1, WIDTH B NEW B/S ALUMINUM STOREFRONT DOOR. TEMPERED AND DUAL GLAZED GLASS U =0.6. SIDELIGHT /GLAZING SCHEDULE SIDELIGHT NUMBER SIDELIGHT N HEADER HEIGHT SIDELIGHT TYPE LkJ C9 a f ® 6" 6' -8" 1' -10' B 1/4' TEMPERED — WD — SIDELIGHT /GLAZING TYPES *bit 6" 6' -8" A 1/4" TEMPERED ,I WIDTH y WD B/S PAINT GRADE— WOOD FRAME GLAZING AS SCHEDULED E = EXISTING, MATCH ALL EXISTING CONDITIONS FOR STOREFRONT SEE C /A.2A.1. i WIDTH .� RECEIVED APR 18 2011 PERMIT CENTER Tenant: COMP VIEW ANDOVER EXECUTIVE PARK 652 INDUSTRY DRIVE TUKWILA, WA 98188 A Tenant Improvement for: REIT MANAGEMENT & RESEARCH ANDOVER EXECUTIVE PARK 617 INDUSTRY DRIVE TUKWILA, WA 98188 burgess design I interiors Q architecture 1320 Fifth Avenue Suite 500 . Se the . WA 98101 TEL: 208.587.7120 FAX:206. 587.7122 M reproduction & intellectual property rights reserved c 2010 Professional seal No. Issue Description REVIEW SET PERMIT SET REVIEW PERMIT REVIEW SET PERMIT SET Date 4/4/11 4/7/11 4/13/11 4/15/11 X02 Drawn by: TS Reviewed by: KK Project No: 10- 3402 -00 DOOR SCHEDULE / SIDELIGHT SCHEDULE / DETAILS Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.1 1 PL -2 I 6" ❑m 6" DEVICES SHOWN STACKED IN PLAN ARE TO ALIGN VERT. AS SHOWN BELOW AT LOCATION AS DIMENSIONED ON PLAN; OR NEXT TO DOOR / OPENING AS DIMENSIONED BELOW FIRE ALARM STROBE FRAME WHERE OCCURS ROOM SIGNAGE, ETC. THERMOSTAT LIGHT & PROJECTION SCREEN SWITCHES, WALL MOUNTED OCCUPANCY SENSOR 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. 3. DETAIL IS SCHEMATIC IN NATURE AND ADA COMPLIANCE MAY BE ACHIEVED WITHIN A RANGE. VERIFY WITH ARCHITECT IF QUESTIONS. GENERAL DEVICE ALIGNMENT EQ. EQ. EQ. EQ. NTS P —LAM UPPER CABINETS WITH TWO ADJUSTABLE SHELVES PL -2 -1 P —LAM COUNTERTOP & BACKSPLASH P —LAM LOWER CABINETS AND DRAWER WITH ONE ADJUSTABLE SHELF 1 B -1 ADA COMPLIANT — SINK & FAUCET / /n\ /TIN / N / N %{ / N / \ N / / N / /\ \ i FN= 3' -3" CLR FOR REF EQ. EQ. EQ. 3' CLR. BREAK ROOM ELEVATION 39 " -41" 42" MIN. I 3/8" = 1'— 0" WALL - MOUNTED LIGHT FIXTURE, WHERE OCCURS NOTE: COORDINATE ANCHOR BRACKET LOCATIONS W/ CASEWORK & EQUIPMENT WHERE SCHEDULED, AND MANUF. MOUNTING INSTRUCTIONS B 0 N 3 STUDS MIN. BOTTOM OF FINISHED CEILING ANCHOR BRACKET: 6"X16ga UNPUNCHED STUD TRACK, ATTACH TO 3 STUDS MIN FINISHED FLOOR TYPICAL ANCHOR BRACKET FRAMING J SHOWER MIXER AND HAND HELD SYSTEM: MOEN #8346. ALL INSTALLATIONS ADA COMPLIANT. STAINLESS STEEL SHOWER CURTAIN ROD W/ BOBRICK #204 -1 CURTAIN HOOKS OR APPROVED EQUAL ADA ACCESSIBLE SHOWER, TYP. AMERICAN REINFORCED PLASTICS MODEL #S- 3842 —H /WHITE OR APPROVED EQUAL. 18" VERITCAL GRAB BAR B/S GRAB BAR MIN. 33" / MAX. 36" A.F.F. B/S FOLDING SEAT, MIN. 17" / MAX. 19" A.F.F. AMERICAN REINFORCED PLASTICS MODEL #S- 6037 —H NTS ' -3" MAX EA. SIDE CONTROLS AND HANDSHOWERS LOCATION CONTROL WALL TRANSFER SIDE z_ -14.) (r) SHOWER ELEVATION 3/8" = 1'— 0" PROVIDE MIN 25 GA STUDS & ANCHOR BRACKET ANCHORAGES. DOUBLE STUDS 0 END OF PARTITIONS. 3 #8 PAN HEAD SHT. MTL SCREWS 6 "x16 GA UNPUNCHED STUD TRACK WITH FLANGES COPED AT VERTICAL STUDS. ATTACH TO TWO STUDS MIN. & EXTEND 6 "MIN BEYOND MOUNTING POINT EACH DIRECTION. NOTES. 1. TYPICAL ANCHOR BRACKET ASSEMBLY FOR HANDRAILS, GRAB BARS & TOILET ACCESSORY ANCHORAGES. 2. COORDINATE ANCHOR BRACKET LOCATION WITH ACCESSORY MANUFACURER MOUNTING INSTRUCTIONS. TYPICAL MTL. STUD ANCHOR BRACKET 1 24 "x30" - SELF FRAMED MIRROR z oo v z 1-1/2"0x361 GRAB BAR 2' -0" )1 � L 0 w i-0 U 0 z 0 z U x 0 "4- VI F /4" 0 0 w 0 v 1 v o a u.1== > UN Q_ a 2: 29" MIN VIF NTS EXISTING PARTITION MIRROR ADHERED OVER EXISTING PARTITION 8' -0" HIGH SINGLE LAYER BACKSPLASH /SIDESPLASH PLAM SPLASH BOTH ENDS PLAM COUNTER & APRON 3/4" EXT. PLYWOOD TUBE STEEL UNDER COUNTER SUPPORT FRAME. MATCH EXISTING RR COUNTERS. ALTERNATIVE SUPPORT SYSTEM ACCEPTABLE WITH BUILDING MANAGEMENT APPROVAL. SINK INSULATE ALL EXPOSED TRAPS & WASTE PIPING NOTE: FOR COUNTERTOP & PAINT MATERIAL SEE FINISH SCHEDULE LAVATORY SECTION SOAP DISP. z_ TOILET PAPER DISPENSER RESTROOM MOUNTING HEIGHTS HC ACCESSIBLE URINAL NTS NON HC ACCESSIBLE W.C. HC ACCESSIBLE W.C. 8" MIN— 6" MAX / /TOE CLEARANCE 5 ' MIN DEPTH 1" = NAPKIN DISPOSAL UNIT TOILET PAPER DISPENSER PAPER TOWEL DISPOSAL UNIT PAPER TOWEL DISPENSER UNIT ICI IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII CENTERLINE OF DOOR AND TRANSMON STRIP DOOR AS SCHEDULED CARPETING AS SCHEDULED RESIDENT TRANSMON STRIP RESILIENT FLOOR AS SCHEDULED THRESHOLD @ CARPET TO RESILIENT FLR. 0 3 6 12 3" =1' -0" 0 0 0 0 0 0 0 0 0 0 0 0 LINE OF CEILING 2' -1 L PLASTIC LAMINATE DOORS. SEE ELEVATIONS AND FINISH PLAN MELAMINE CABINET INTERIOR ADJ. SHELVES W/ MELAMINE FINISH 1 REVIEWED FOR CODE COMPLIANCE A D1b OVED MAT 0 3 2011 City of Tukwila BUILDINn nivl,RlnN 6" MAX. 1 I/ J r PROVIDE 4" BACKSPLASH AS INDICATED ON ELEV. SCRIBE TO WALL CONTERTOP W /PLASTIC LAMINATE PER FINISH SCHEDULE PROVIDE SOLID PANEL PROVIDE SINK WHERE INDICATED — REFER TO PLUMBING DWGS PROVIDE ADA COMPLIANT SINK & FAUCET. PROVIDE CLEARANCES. PLUMBING BOOT AS REQ'D VARIES (SEE ELEV.) BASE AS PER SCHEDULE. TURN INSIDE ® CABINETECEI OPENING, TYP. FINISH FLOOR LINE. RUN TO REAR OF CABINET OPENING. ADA SINK SECTION APR 182 PERMIT CEI Tenant: COMP VIEW ANDOVER EXECUTIVE PARK 652 INDUSTRY DRIVE TUKWILA, WA 98188 A Tenant Improvement for: REIT MANAGEMENT & RESEARCH ANDOVER EXECUTIVE PARK 617 INDUSTRY DRIVE TUKWILA, WA 98188 burgess design ( interiors Q architecture 1328 Fifth Avenue Suite SOO . Seattle • WA 98101 TEL: 208.587.7120 FAX:206. 587.7122 M reproduction & intellectual property rights reserved c 2010 Professional seal 7196 REGISTERED ARCHITECT G. KOLODZIEJSKI STATE OF WASHINGTON No. Issue Description Date REVIEW SET PERMIT SET REVIEW PERMIT REVIEW SET PERMIT SET 4/4/11 4/7/11 4/13/11 4/15/11 bl1 ioi Drawn by: TS Reviewed by: KK Project No: 10- 3402 -00 ED ELEVATIONS / DETAILS 011 ITER LINE OF CABINET (BEYOND) 1 -1/2" = 1'— 0" Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.2