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Home My WebLink AboutPermit D10-012 - ZONAR CORPORATION - REMODEL AND STAIRWAYZONAR CORPORATION 18200 CASCADE AV D10-012 Cit y *f Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 -431 -2451 Web site: http: / /www. ci.tukwila.wa.us Parcel No.: 7888900170 Address: 18200 CASCADE AV TUKW Suite No: • DEVELOPMENT PERMIT Permit Number: D10-012 Issue Date: 02/04/2010 Permit Expires On: 08/03/2010 Tenant: Name: ZONAR CORPORATION Address: 18200 CASCADE AV , TUKVVILA WA Owner: Name: RIVERPOINT TWO LLC Address: 1100 OLIVE WAY #1005 , SEATTLE WA 98101 Phone: Contact Person: Name: PAUL ENGERT Address: 130 LAKESIDE AVE , SEATTLE WA 98122 Phone: 206 - 325 -2553 Contractor: Name: SMAJIC CONSTRUCTION LLC Address: 12219 SE 65TH ST , BELLEVUE WA 98006 Phone: (206)419 -8090 Contractor License No: SMAJICL954R2 Expiration Date: 12/22/2011 DESCRIPTION OF WORK: INTERIOR REMODEL OF EXISTING OFFICE SPACE. ADD NEW TENAT STAIRWAY TO FLOOR ABOVE. CEILING AND MOST LIGHTING IS EXISTING Value of Construction: $190,000.00 Fees Collected: $3,658.26 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: V -B Occupancy per IBC: 0008 * *continued on next page ** doc: IBC -10/06 D10 -012 Printed: 02 -04 -2010 City of/Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 14100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D10 -012 Issue Date: 02/04/2010 Permit Expires On: 08/03/2010 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: Permit Center Authorized Signature: N Date: I hereby certify that I have read and e ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perform.,/ e of work. I • - thorized to sign and obtain this development pe 't 4 0 / Signature: � , / —� Date: 2 Print Name: ,42ry -i a Ei, (J ! c This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D10-012 Printed: 02 -04 -2010 Parcel No.: 7888900170 Address: Suite No: Tenant: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 18200 CASCADE AV TUKW ZONAR CORPORATION PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D10 -012 ISSUED 01/20/2010 02/04/2010 1: ** *BUILDING DEPARTMENT CONDPI'fONS * ** 2: ** *FIRE DEPARTMENT CONDITIONS * ** 3: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 4: 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) 5: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 6: 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) 7: 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) 8: 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) 9: 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) 10: 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) 11: 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) 12: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 13: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress doc: Cond -10/06 D10 -012 Printed: 02 -04 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 4100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 14: 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) 15: 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) 16: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 17: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 18: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (1FC 901.4) 19: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 20: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 21: 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. 22: Local U.L. central station supervision is required. (City Ordinance #2051) 23: An approved manual fire alarm system including audible /visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 24: 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) 25: 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) doc: Cond -10!06 D10-012 Printed: 02 -04 -2010 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 26: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 27: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 28: 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) 29: 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. 30: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 31: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 32: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206) 575 -4407. 33: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 34: Final for this TI permit can not be given until all the backflow deficiencies (new RPPA on domestic water, backflow test reports for fire DDCVA that also serves the adjacent bldg & irrig DCVA +in - premise isolation RPPA tests) all permitted under a separate permit are corrected or a bond is posted. by the building owner; refer to Jan 29, 2010 applicants response letter addressed to Bill Rambo. * *continued on next page ** doc: Cond -10/06 D10 -012 Printed: 02 -04 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any construction or the performance of work. Signature: Print Name: A)41-1,-) Sa2rJ C Date: of law and ordinances governing other work or local laws regulating doc: Cond -10/06 C10 -012 Printed: 02 -04 -2010 CITY OF TUKWIL• Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 ht43://wwwci.tukwila.wa.us Building Permit No: _p 10 - Q p 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 AVE King Co Assessor's Tax No.: Site Address: 1 6200 t dSc 4. Suite Number: Tenant Name: zo c poiz TLlo!Q New Tenant: Property Owners Name: 14 e 1 CJE\j eLo Mailing Address: 00 QL1 V E. MD( � O/�O.� g �I � 1 w? /888900110 Floor: ❑ Yes . No w�- City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: ! U L. ENCotERT Mailing Address: L(D A%. gsr4s111,1- City E -Mail Address: �,. �,(�Y�/1 Fax Number: Day Telephon e: ZO(p 32S- -2-53 WA 411312Z State Zip 201P 3Z8 -0551- GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: •M4.1.1 yJ,tLL Mailing Address: 221\ c3€- (p er . Contact Person: .13Euvve VV bo0l49 &p1 Sr/1A -11G E -Mail Address: SMAatC. e VSA1. CDM Contractor Registration Number: City State Zip Day Telephone: Car) 119 - 150iD Fax Number: 4 25 516. 251.3 Expiration Date: ARCHITECT OF RECORD = All plans must be wet stamped by Architect of Record Company Name: L J M a0?. ��s Mailing Address: `3O W a/8 12Z City Contact Person: C QPite. t OVG) Day Telephone: Fax Number: E -Mail Address: State Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: 1, DE ` '�M ' Mailing Address: tGS� W & ) LOA) JUL w4 J 9 City State Zip �2c , 52S - 1 O E -Mail Address: Fax Number: 20(O 522 - vets Contact Person: DALE VAEM1 Day Telephone: H:\Applications \Forms - Applications On Line \2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 1 of 6 BUILDING PERMIT INFORN'ION - 206 -431 -3670 • Valuation of Project (contractor's bid price): $ PCP) 000 Existing Building Valuation: $ 2 000, IXO Scope of Work (please provide detailed information): l 1 hnonE1, or �isTi & . Dn niCW IERAvr �► SpalaWir -Tv 2 430 . ClU� NWT Ujd'7Nb l S sprz,. Will there be new rack storage? ❑ Yes 19410 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: ali f ' Compact: tark Handicap: if Will there be a change in use? ❑ Yes V No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: EK Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 2" ibl2. 12 120 1 -Q -& 'J 1:25. $ rd Floor 21t, Sl2 '2•2:3 V" P, FS. 13 3rd 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: ali f ' Compact: tark Handicap: if Will there be a change in use? ❑ Yes V No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: EK Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 • • PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 ' : ' AU HO D GENT: Signature: Date: l '2(2. 0 Print Name: L �(� Day Telephone: 2v) 3aj- 25S3 Mailing Address: ,1 " S: ` WA "127- tty State Zip Date Application Accepted: (v Date Application Expires: Staff Initials: H:\Applications \Forms - Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 6 of 6 Parcel No.: 7888900170 Address: Suite No: Applicant: ZONAR CORPORATION • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 18200 CASCADE AV TUKW RECEIPT Permit Number: Status: Applied Date: Issue Date: D10 -012 ISSUED 01/20/2010 02/04/2010 Receipt No.: Initials: User ID: Payee: R10 -00650 WER 1655 Payment Amount: $63.00 Payment Date: 04/16/2010 10:43 AM Balance: $0.00 SMAJIC CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 1642 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 P M RFCFV doc: Receipt -06 Printed: 04 -16 -2010 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 7888900170 Permit Number: D10-012 Address: 18200 CASCADE AV TUKW Status: PENDING Suite No: Applied Date: 01/20/2010 Applicant: ZONAR CORPORATION Issue Date: Receipt No.: R10 -00083 Payment Amount: $1,439.36 Initials: WER Payment Date: 01/20/2010 02:29 PM User ID: 1655 Balance: $2,218.90 Payee: LANCE MUELLER & ASSOCIATES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 28562 1,439.36 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,439.36 Total: $1,439.36 PAYMENT RECEIVED doc: Receiot -06 Printed: 01 -20 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Parcel No.: 7888900170 Address: 18200 CASCADE AV TUKW Suite No: Applicant: ZONAR CORPORATION RECEIPT Permit Number: D10 -012 Status: APPROVED Applied Date: 01/20/2010 Issue Date: Receipt No.: R10 -00186 Payment Amount: $2,218.90 Initials: JEM Payment Date: 02/04/2010 11:50 AM User ID: 1165 Balance: $0.00 Payee: SMAJIC CONSTRUCTION, LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1567 2,218.90 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $2,218.90 2,214.40 4.50 PAYMENT RECEIVED doc: Receiot -06 Printed: 02 -04 -2010 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 CM bio Project: 2. o �vd.r- C°rp d' 1 Type of Inspection. i'� /.� g u �I 7 A8^dress� n Date Called: Special Instructions: Date Wanted: /+ 'tea.` Requester: Approved per applicable codes. Corrections required prior to approval. COMMENTS: t®r1 A.--- Date4 (q ( ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: IDate: INSPE ION NO. INSPECTION RECORD Retain -a copy with permit CITY OF TUKWILA BUILDING DIVISION Kit 6300 Southcenter Blvd., #100, Tukwila, WA 98188 8,(206)431 -3670 Project: Type of Inspection: Add s: /V200 n/9sr4 /A/ S Date Called: Special Instructions: • Date Wanted: a.m. I— 4L= —, 7 p.m. Requester: /9K // ' Phone No: C5ko6 — V /5— 0aS U NR Approved per applicable codes. ❑ Corrections required prior to approval. CO MENTS: '/Jm /n/6 ^- ti,)P- Fit �c AZaa/G - peA/F9 Inspector: Atmi Date/ / 7 , 16) El $60 EINSPECTION FE REQUIR . Prior to inspection, fee must be pai a 6300 Southcenter B vd., Sui 100. Call to schedule reinspection. Receipt' o.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION O. f CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 C i4I PERMIITT NO. (206)431 -3670 Project- • /` �' Type of I �cti� (� ({ 1 _ Address i -1 3 e Date Called: t)... It P. Special Instructions: Date Wanted: -9 - C� a., P.m. Requester: Phone No:, ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 ,mac:k 1pg!J& b - o 4,4- J C (i L)L r c,.) --axcv iNcce..p0A (le 0 S( art,M t 7-A t )r (e—AS [g( 1— A - / v i p t �i, f L, t)... It P. Cti fi,k1)4/ . n A ��. Date:4� q —� ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit 310 -0r2_1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Project: Type orb pectiop: k (( �' Diu A-. Address: I ' ' 7/ 0 6 GAS c 4-0.. ivf, Date Called: i Special Instructions: ions: �p 5r1(— I " %� ` Date Wanted: 'l 4_ � (v ' Requester: Phone 6 -4Iq -W n() Approved per applicable codes. Corrections required prior to approval. f w e COMMENTS: f D� � —` J.6JP l ,M.P. , k1 `Ti oRc. f (L1A.'1*---NIe ►/ A Sc - v - /fit 4 r .-( e� r: i i 0n t . n 1 n Inspector: Date:4 _ Z _ to n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERIIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project Type of Inspection: Ultra, Address: v (AJ e du C IC.. Special Instructions: / 3.-§4-1-i / Date Wanted: �j 1() p.m. Requester: Requester: Phon7X) r -1 i q _E-69U Approved per applicable codes. ElCorrections required prior to approval. 1 COMMENTS: G efof`1f . L-J Li—: — SJJ f, _ eiii c ( 6 �&f 1. rrf a A( s Ti .g e e., 6 (A-z_ki (- , &e sr4 f ,,7 e( . A Inspeor: Date $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTIO NO. - CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 G �'1 0W--0 1 2_ PERMIT NO. (206)431 -3670 Project: —7_,,, "J41— (#jrpoi irt,\,^ Type of Inspection: ‘ .tr�. Address: �-y V 1 gto Ci ef Called:rr SUJ' Special Instructions: o f`j 3g 2'O t Date Wanted: .m' -(t) P-m. Requester: ,°��k-t ) .)�s . c < (,,j4-a A-, ( l Phone No: I.0 (ii — (l -ko 50 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 24,4 Ap raJk\ JA s , "fS — ( c- ia,t..... / . /A-17 1 t,-, Avl riA. . * 0K wJri e,: < kl J f Jt (Z`.!LL 4 V A- ( Ke7:V/1.- I (,` i e - p A) i J J J`, "" A ,°��k-t ) .)�s . c < (,,j4-a A-, ( l a )t I Inspect Date: 3 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. tJtik �10 0/'Ll CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: 7,0 Ai Ar Type of Inspection: ki z..,...0i4,1 L../,.�� — Address: 112,d ii 1-6.014 4-t'I�, Date Called: Special Instructions: 1j1 -rkrO 3/ t/ :).-A- -11A, ',ik'r- Ti) L`t--i f .2 Date Wanted: _ 3 -72-40 r'-------‘ , -.AM- p.m. Requester: l x:0 0 .. I er L��Ti a A / f` t 4 6, ) , Phone s:(.0 ' tol — gv TO Approved per applicable codes. • Corrections required prior to approval. COMMENTS: n 0 K `t---) o ,, P s,) e J/, ne.t,J SD:kV:JAI z..,...0i4,1 L../,.�� — _ & yn (-�rAi e- . c D n�"r G..� `� r f,f et reJ , to i<i nQ -n: e J5A- ttel f � L/'-% � '� S (/ ot„nr•lP 62u6rhro 5" Si CL, t)e� ,A t(e.9 • I A-( ..) )ei t3 `rr 1j1 -rkrO 3/ t/ :).-A- -11A, ',ik'r- Ti) L`t--i f .2 Li C ' c. C `_-a f Stli A,ry j e .A • 'I ' AR Q j TO % A r-C V \ 51-1/ A (i. U f -P Ldp; - eJ �f �AAc 5 t 5 (Y[- / 5 i t�.� i i t ,I T «'4„,,i .11 1 k r w 4 _) - l x:0 0 .. I er L��Ti a A / f` t 4 6, ) , Inspector: VIY Date: ; Z2 J 1 r7 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: y INSPECTION' NO. INSPECTION RECORD Retain a copy with permit OIo- o(Z. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: 7,-,9A/A,2 / -of /0/47,\1 Type of Inspection: flit 46 Addre3s :A 46 `e R Date Called: Special Instructions: Date Wanted: 2 - z1 - 1 --a�. 3 p.m. Requester: Phone No ?AO LO -4( 9 -- 'o1 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: A1-1- A J) -1 A P . aE(;c c At'J )/\ Inspect Date: ZzA (4) $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Prolec .v�IAJ� ` �,A/ •irye_ Ty of Inspection: 6,0 r' n/LC Del Address: Date Called: Special Instructions: Date Wanted: 2- � - -(Q -- ' Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Insp to AO 6tk. AI Date:—, — r $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit DID- 0(2- PERMIT NO. Project: 2Ofla`r CorP . Type of Inspection: Po Fin- ns ) Address : ig ±no Coscad c_ Ai Date Called: Z-( II i /O Special Instructions: Date Wanted: - 711/1ro . Requeste�r:}- .1000/10\ ( �/ ,\ U/ f1 Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: F .i€ e at Inspector: 125 Date: Z / 1 l //0 ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: •s .ti'e',.• • uf'` LY* 1K` 1:3�±�4tr"'•F��"<Ytixek`>MINF ". ... Ylh INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila Wa. 98188 206 -575 -4407 Project: 2 arye , Type of Inspection: ice3e. ;-'70,64/511 oze . F,77-0.,41.1 Address: / 8 24,0 Suite #: Gas « Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. riCorrections required prior to approval. COMMENTS: • • m • • • • am •••• .. :• }:..•eA Needs Shift Inspection: Sprinklers: Fire Alarm: Hoot! & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: • / ' ' • Date: r ./� jc) • ' .Hrs.: J $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 • 1, 1 l • r,. • INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT INSPECTION RECORD Retain a copy with permit -�- —� - _ib- a Q'7Z - -- PERMIT NUMBERS 444 Andover Park East; Tukwila, Wa. 98188 - 206 =575 -4407 Project: 2 a h A el Type of Inspection: F, ,1c 4 /Am ri s! Address: 7 ? 2 OGT C 4 s c a dc. 4a. s, Suite #: i01 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: Fe./ C.- 414 is ki ,/�cn St PetecirEr - -1) Gk 461 e+1q s ,ale • ex_•....- ..._._.._._.._.. . 1 =`auk] - j j � +r ' 7 / 1/ Pa,. 1 6A P. z`i. I 1/ Lo a] 23.11/ S e ) 41— 1-42.0 hie s 6.IC ie € "R4- en') C, 13r 124.4. ait • Needs Shift Inspection: ._ Sprinklers: Fire Alarm: Hood & Duct:. Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 1/4 • Date :. • LI /14 V Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the7City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1 /13/06 T:F:D: Form F:P: 113 I1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit _WC) - OI f -__S - 0.3 S' PERMIT NUMBERS CITY OF TUKWILA F-IRE DEPARTMENT 444 Andover Park East, Tukwila; Wa. 98188 206 -575 -4407 \\L Project: . - pnxieti Type of Inspection: Address :, itZ00 C rx a cq) . Suite #: sew 41/ Contact Person: Special Instructions: Phone No.: Qc — (/4 S - -7b7 r A Approved per applicable codes. N riCorrections required prior to approxal., COMMENTS: D�" , f it Y' /4 e0 d' ion ' C Needs Shift In__ spection: pnxieti f 1 % I Date: q 12.,b17 Sprinklers: Fire Alarm: ;► ,.- Hood & Duct: Monitor: ' , f' Pre -Fire: Permits: • " ; Occupancy Type: Inspector: pnxieti f I Date: q 12.,b17 Hrs.: 7.... $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ity of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 7 •1/13/06 T.F.D. Form F.P. 113 EFNWSTRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. FILE COPY A,�.r�a.trt AlA. RIVERPOINT CORPORATE CENTER Tukwila, WA STRUCTURAL CALCULATIONS FOR ZONAR T.I. STAR ADDITION 2006 IBC January 20, 2010 ENW Project No. 10- 000001 blOO12 • • REVIEWED FOR CODE COMPLIANCE FEB 0 a 2010 City of Tukwila BUILDING DIViSInN RECEIVED JAN 2. •2010 PERMIT CENTEF • 6869 Woodlawn Avenue NE . Seattle, WA 98115 • 206.525.7560. fax 206.522.6698 www.enwseattle.com r ENW ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS PROJECT # PROJECT SUBJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 5226698 ZO \iy 6L Ir' .L_ DATE SHEET BY C'. :bls'r N tm I t sr 301 ff ENW ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 Fax (206) 522-6698 PROJECT # PROJECT 14- 1.J-- DATE ( SUBJECT SHEET v OF BY P)C Tv en') 1 smu z W= (ice+3b)s S-= 3,25 5()-1- 501-233) 2 = 2`to W1674 2C Z 32.E v1 L44, Z 7 -7 32- b_ A-71, t b , 3.5 2 5. Title : Dsgnr. Description : Scope: Job # Date: 8:52AM, 20 JAN 10 3 Rev. 580005 User. KW- 0806898, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Steel Beam Design Page 1 zona r. ecw.Calculations Description Zonar N Bm 1 General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : W16X26 Center Span Left Cant. Right Cant Lu : Unbraced Length 23.00 ft 0.00 ft 0.00 ft 0.00 ft Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together Fy Load Duration Factor Elastic Modulus 36.00ksi 1.00 29,000.0 ksi Distributed Loads Note! Short Term Loads Are WIND Loads. #1 #2 DL 0.240 LL ST Start Location End Location Dead Load Live Load Short Term Location #1 3.250 15.000 #3 #4 #5 #6 #7 k/ft k/ft k/ft ft ft #2 #3 #4 #5 #6 #7 k k k ft Using: W16X26 section, Span = 23.00ft, Fy = 36.0ksi End Fixity = Pinned - Pinned, Lu = 0.00ft, LDF = 1.000 Actual Allowable Moment 32.921 k -ft 76.032 k -ft fb : Bending Stress 10.288 ksi 23.760 ksi fb / Fb 0.433: 1 Shear fv : Shear Stress fv / Fv 5.180 k 1.320 ksi 0.092 : 1 56.484 k 14.400 ksi Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Defl Length/(DL +LL Defl) -0.335 in 823.5 : 1 823.5 : 1 Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl Reaction @ Left Reaction @ Rt «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Maximum Only @ Center .@ Center Cd) Cants @ Cants 32.92 k -ft 32.92 4.19 k 4.19 5.18 k 5.18 -0.335 in -0.335 0.000 in 0.000 0.000 in 0.000 0.000 ft 0.000 0.000 0.000 0.000 0.000 -0.335 0.000 0.000 0.000 0.000 0.000 0.000 0.000 k -ft k -ft k -ft k -ft k k 0.000 in 0.000 in 0.000 in 0.000 in 4.19 4.19 4.19 k 5.18 5.18 5.18 k Fa calc'd per Eq. E2 -1, K *L/r < Cc I Beam Passes Table B5.1, Fb per Eq. F1 -1, Fb = 0.66 Fy Title : Dsgnr: Description : Scope: Job # Date: 8:52AM, 20 JAN 10 y Rev. 580005 User. KW-0606898, Ver 5.8.0, 1 -Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description Zonar N Bm Steel Beam Design Page 2 zonar.ecw:Calculations Section Properties W16X26 Depth Web Thick Width Flange Thick Area Rt 15.690 in 0.250 in 5.500 in 0.345 in 7.68 in2 1.360 in Weight box Iyy Sxx Syy R -xx Values for LRFD Design.... R -yy J 0.260 in4 Zx Cw 565.00 in6 Zy K 26.09 # /ft 301.000 in4 9.590 1114 38.400 in3 3.490 in3 6.260 in 1.120 in 44.200 in3 5.480 1n3 0.747 in ENWENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT 1,,J I L- T� DATE SUBJECT SHEET S OF BY 16 W = (,00to) 173 rtt t4o )J )D e (6 << -rp 1 Yl- STYLI dU6VL ,1-3�� 2 Z 26b - jL 2_- M 3M3 V . 220-2, ol! r=dzt e Title : Dsgnr: Description : Scope : Job # Date: 9:OOAM, 20 JAN 10 Rev. 580004 User. KW-0808898, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description Zonar TI Landing joist General Timber Beam Page 1 zonar. ecwCalculations General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 2x10 1.500 in 9.250 in Sawn 1.000 Pin -Pin Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No.2 Fb Base Allow 900.0 psi Fv Allow 180.0 psi Fc Allow 625.0 psi E 1,600.0 ksi 7.00 ft Lu ft Lu ft Lu 0.00 ft 0.00 ft 0.00 ft Full Length Uniform Loads Center Left Cantilever Right Cantilever DL DL DL 200.00 #/ft #/ft #/ft LL LL LL #/ft #/ft #/ft Span= 7.00ft, Beam Width = 1.500in x Depth = 9.25in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 687.22 psi Fb 990.00 psi 0.694 1 1.2 k -ft 1.8 k -ft at 3.500 ft at 0.000 ft 1.22 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 1.76 fv Fv 59.33 psi 180.00 psi Maximum Shear * 1.5 Allowable Shear: Reactions... Left DL Right DL Beam Design OK 0.8 k 2.5 k @ Left 0.70 k @ Right 0.70 k Camber: @ Left 0.000 in © Center 0.102 in @ Right 0.000 in 0.70 k 0.70 k Max 0.70 k Max 0.70 k Deflections Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 * @ Center @ Left @ Right Dead Load -0.068 in 3.500 ft 1,230.7 D.L. Defl ) ... 0.102 in 0.000 in 0.000 in Total Load -0.068 in 3.500 ft 1,230.67 Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Stress Calcs Bending Analysis Ck 34.195 Cf 1.100 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 Max Moment 1.22 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 0.82 k 4.573 in2 180.00 psi 0.70 k 0.70 k Sxx CI 21.391 in3 0.000 Sxx Req'd 14.85 in3 0.00 in3 0.00 in3 @ Right Support 0.82 k 4.5731n2 180.00 psi Bearing Length Req'd Bearing Length Req'd Area 13.875 in2 Allowable fb 990.00 psi 990.00 psi 990.00 psi 0.747 In 0.747 in Title : Dsgnr: Description : Scope: Job # Date: 9:OOAM, 20 JAN 10 Rev. 580004 User. KW -0606898, Ver 5.8.0, 1 -Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description Zonar TI Landing joist General Timber Beam Page 2 zonar.ecw:Calculations Query Values M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear 0.70 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in Page 1 zonar. ecw..Ca Iculations Title : Dsgnr: Description : Scope: Job # Date: 9:01AM, 20 JAN 10 Rev. 580004 User. KW- 0606898, Ver5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Description Zonar TI stair stinger General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 2 -2x12 3.000 in 11.250 in Sawn 1.000 Pin -Pin Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No.2 Fb Base Allow 900.0 psi Fv Allow 180.0 psi Fc Allow 625.0 psi E 1,600.0 ksi 11.00 ft Lu ft Lu ft Lu 0.00 ft 0.00 ft 0.00 ft Center Left Cantilever Right Cantilever Summary DL DL DL 260.00 #/ft #/ft #/ft LL LL LL #/ft fl/ft #/ft Span= 11.00ft, Beam Width = 3.000in x Depth = 11.25in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 745.72 psi Fb 900.00 psi 0.829 : 1 3.9 k -ft 4.7 k -ft at 5.500 ft at 0.000 ft 3.93 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 4,75 fv 52.88 psi Fv 180.00 psi Maximum Shear * 1.5 Allowable Shear. Reactions... Left DL Right DL Beam Design OK 1.8 k 6.1 k @ Left 1.43 k @ Right 1.43 k Camber. @ Left 0.000 in @ Center 0.226 in @ Right 0.000 in 1.43 k 1.43 k Max 1.43 k Max 1.43 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.150 in ...Location 5.500 ft ...Length/Defl 877.8 Camber ( using 1.5 * D.L. Deft) ... @ Center 0.226 in @ Left 0.000 in @ Right 0.000 in Bending Analysis Ck 34.195 Cf 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 Max Moment 3.93 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 1.78 k 9.915 in2 180.00 psi 1.43 k 1.43 k -0.150 in 5.500 ft 877.76 Svc CI Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 63.281 in3 0.000 SXx Read 52.43 in3 0.00 in3 0.00 in3 @ Right Support 1.78 k 9.915 in2 180.00 psi Bearing Length Req'd Bearing Length Req'd Area 33.750 in2 Allowable fb 900.00 psi 900.00 psi 900.00 psi 0.763 in 0.763 in Title : Dsgnr: Description : Scope: Job # Date: 9:01AM, 20 JAN 10 Rev 580004' User. KW-0808898, Ver 5.8.0, 1- Dec-2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 2 zonar. ecw: Calculations Description Zonar TI stair stinger Query Values M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear 1.43 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in ENWENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS �68l69, WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT # PROJECT -O 'U A I- T01 DATE / 120 -It SUBJECT S11}0 1,01I_„L" SHEET I j0 OF BY 0 )L-- = 12o � - 3°0 ��c16 Cd 16?-, i6 9L 3 o ;—L: 'c(h) 22'6 @/6" .1)1)" i2 ENGINEERS NORTHWEST, INC.P.S. SHEET I OF 6869 WOODLAWN AVE. N.E. (SUITE 205) Rev. 5/6/08 SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful I WOOD POST DESIGN W/ COMBINED AXIAL COMPRESSION & BENDING 1 2006 IBC / 2005 NOS J SINGLE AXIS BENDING PARALLEL TO THE "d" DIMENSION PROJECT NO.:- PROJECT NAME: - MARK or LOCATION :- Species, Class & Grade = 1 zonar stair wall DF -L 2-4 No.2 fDry Use (less than 19% moisture content In service) Class = 2 in. to 4 In. Ht. = 12.00 ft. b = 1.5 in. d = 5.5 in. W = 10 pif P = 0.40 kips Co = 1 Crb = 1.00 Ke = 1.00 Fbx= 900 psi Fc= 1350 psi E = 1600000 psi Emin. = 580000 • si CFb = 1.300 CFc = 1.100 Cv = 1.000 Fc*= 1485 psi FcE = 696 psi thick Species = Douglas Fir - Larch 1 Grade = No.2 ( "b" direction is braced ) w/ pinned ends, Ke = 1.0. leb = 251.22 in. Iec = 144.00 in. (lateral bending) le /d = 26.18 Axial Toad c = 0.8 duration factor Cp = 0.411 2 to 4 in. repetitive(bending) ** Fb* = 1170 psi Table G1 (Appendix) RR = 24.781 From Grading rules NDS Table 4A or 4D Sawn bending size factor) Sawn axial size factor) (GLB volume factor) = FcCDCFcC Sec.3.7.1.5 fc = Cp(Fc *) = F'c = 48 psi 610 psi FbE = CL _ S= A= M= Sec.3.3.3.5 Sec.3.7.1.2 Sec.3.7.1.4 Sec.3.7.1.5 Sec.3.7.1.5 Table 5.3.1 Eq (3.3 -5) 1133 Sec.3.3.3.8 0.804 Eq (3.3 -6) 7.563 8.250 0.18 in3 in2 kip-ft **= 1.15 ONLY FOR 3 OR MORE STUDS AND STUDS 2" TO 4" THICK fb = Minimum of Cv & CL*(Fb *) = Fb' = Pa = 5.035 kips ALLOWABLE AXIAL W/O LATERAL FcE/Fc* = 0.468 Sec.3.7.1.5 1 +FcEJFc *= 0.918 2c' Sec.3.7.1.5 FcE/Fc* = 0.585 c' Sec.3.7.1.5 FbE/Fb* = 0.969 Sec.3.3.3.8 1 +(FbE/Fb *) = 1.036 1.9 Sec.3.3.3.8 (FbE/Fb *) = 1.020 0.95 Sec.3.3.3.8 24" o/c OR LESS 286 psi 941 psi Pam = 0.400 kips UNITY EQUATION = 0.333 ENGINEER!! CHECK ALL BOXES INDICATED THUS :- FOR CORRECT INPUT. NOTE BOXES FOR SPECIES AND GRADE DO NOT AFFECT THE PROGRAM, THEY ARE FOR FUTURE REFERENCE & CHECKING ONLY!! Page 1 POST OK 1 1/20/2010 WoodPostXLS Merit Mechanical Inc. P O. Box 2109 • 9630 153rd Ave N.E , Space B1 • Redmond, Washington 98073 -2109 (425) 883 -9224 • FAX (425) 867 -0962 • WA L.ic. # MERITMI163CM • OR Lic # 0121242 BACKFLOW PREVENTION ASSEMBLY TEST REPORT Name of Premise: ,firlstfr nrr- evZix:. •re pkg. Commerclnl:,i2ReaidenaaC ❑ Service Address: ire0O CA drDP. 4te.. S City: Amyke, Zip: 9$ift- Contact Person: 6EeER / n tr- Phone: (7..06 ) i'36 (3200 Fax: ( ) Location of Assembly: N W ce.eNa eJe. -r esJ k.co i 8y stkeo+ 117. Ittoe Downstream Process: IAN /i1*i ? DCVA: Q RPBA: fd PVBA: 0 Other: New Install: ❑ Existing :p(Replacement: ❑ Old Ser #: Properinstall: Yes Z No: ❑ Make of Assembly: f 1 b Model U: reS'.7 Ser #: 1s79 °7 Size: J'%/ INITIAL TEST Passed: Failed: ❑ •ffryirtIMA CHECK VALVE No.1 kPBA RPBA PVBA / SVBA CHECK VALVE No. 2 t/ PSID ' OPEN AT Z, 7.PSID INLE LEAKED- ❑ VAKED: ❑ CLOSI CLOSED IIGHT: 0- OPENED r PSID #ICIIECK 4. (F PSID CLOSED 21 D of Open: ❑ 6 • Y PSID PSG Air Gap 00 yes NEw PARTS AND REPAIRS Clean Replace Pmt ❑ ❑ Clean Replace Part ❑ ❑ Clean Replace Part ❑ ❑ CHECK VALVE HELD Q _ PSID LEAKED: Yes Ti No ❑ 0 0 0 0 0 0 O 0 ❑ ❑ — REPAEPREDNIRED ❑ (t: ❑ ❑ ❑ ❑ ❑ TEST AFTER REPAIRS Passed: ❑ Failed: ❑ CLOSED TIGHT: ❑ PSID CLOSED TIGHT: ❑ pSiD OPENED@ PStI) AIR INLET:__ PSID CHK VAI VE: PS1D Al CHECK PSID Air Gap Inspection: Required minimum air gap separation provided? Yes 1r No ❑ Detector Meter. Reading A/% _- Line Pressure: 70 PSTaa r i,C Service Restored? Remarks: Detlice vvlGuI -ttth qtizVe �SCT- d Confined Space? Yes ❑ Nod Testers Signature: ,/� ` • �� 67.4.421.- 7.4.4) Cert. #: M12. j Date: %0.13 -0? Testers Name Printe Michael Arnot Testers Phone # (425) 883 -9224 Repaired By: Initial Test By: Michael Arnot Date: Cert. #: B5121 Date: Calibration Date: _1 / 1 / 09_ Gauge #: A2520813 Make: Wilkins Model #: BFTG -5 RECE v o FEB 1 p zU111 TUKWILA PUBLIC WORKS DIO-Otz i ". 'h'`." ECE 9Y ED Meri t 1Vlechanical Inc. P.O. Box 2109 • 9630 153rd Ave.. N.E , Space B1 • Redmond, Washington 98073 -2109 ' FEB 1 0 Lulu (425) 883.9224 • FAX. (425) 867 -0962 • WA I.tc # MERITMI163CM • OR Lic. # 0121242 TUINVILA PUBLIC WORKS BACKFLOW PREVENTION ASSEMBLY TEST REPORT Name of Premise: £i t o l Nir ozpo/'•-t137f Commercial: Residential: ❑ Service Address: /nkt) C,:1/4-SCt A-fie S City: --t-ie Zip: War Contact Person: Cc kee rc, ,De.,eepttextr. Phone: (7L ',) z? `CZCO Fax: ( ) Location of Assembly:. y l'out lQ i3ok 9 V vij nL' vveST OP p NI lbr Downstream Process: DCVA: J2f RPBA: ❑ PVBA: ❑ Other:: New Install: ❑ Existing: jeReplacement: ❑ Old Ser #: Proper Install: Yes: ❑ No ❑ Make of Assembly: WOrrIM Model #: 007 111 Q'7' Ser #: S6 / x`37 Size: /, INITIAL TEST Passed: 0- Failed: • DCVA 4- DGVA itttna RPBA 1'VBA / SVBA CHECK VALVE No. I CHECK VALVE No. 2 OPEN AT SID AIR TN E17 jAKED: ❑ cLOSEDTIGHT: LEAKED: ❑ OPENED PSID —_ _ Not Open: ❑ # I CFI It PS1D CLOSED 'I1()FITi ,k3` ,[�' 2.8' PSID -e, C.) PSID An Gap Ok') NEW PARTS AND REPAIRS Clean Replace Part ❑ ❑ Clean Replace Part ❑ 0 _ Clean Replace Part ❑ ❑ _ 0 0 _. . °' 0 CHECK VALVE HELD cr PSID 0 0 0 0 LEAKED: Yes ❑ No ❑ _� ❑ ❑ -- CLEANED: ❑ REPAIRED: ❑ ❑ ❑ ❑ ❑ TEST AFTER REPAIRS Passed: ❑ Failed: ❑ CLOSED TIGHT: ❑ PS1D CLOSED TIGHT: ❑ PSID OPENED@ PSID AIRINLEI: PSID 41 CHECK PSID CHIC VALVE:PSID Air Gap Inspection: Required minimum air gap separation provided? Yes ❑ No ❑ Detector Meter Reading 4 . Line Pressure: SS- PSI Remarks: Testers Signature: A -r `�' Cer t. #: 57a/ Testers Name Printe Repaired By: Date: Service Restored? q Confined Space? Yes ❑ No,05 Michael Arnot Date: ) b —13-O? Testers Phone # (425) 883 -9224 Initial Test By: Michael Arnot Cert. #: B5121 Date: Calibration Date: �A_ / .1 /..09__ Gauge #: A2520813 Make: _Wilkins Model #: BFTC -5 DiOoz Merit i ec al me 1 Inc. P O. Box 2109 • 9630 153rd Ave. N.E. , Space B1 • Redmond, Washington 98073.2109 (425) 883 -9224 • FAX (425) 867 -0962 • WA tic # MERITMI163CM •.OR Lic. # 0121242 BACKFLOW PREVENTION ASSEMBLY TEST REPORT Name of Premise: ?ivy A i\o ree Commercial: gRestdcutlal: ❑ Service Address: J$& CASC City: Awl-le Zip: ''1 $I Contact Person: AP-7W bAthck-<I,N Phone: (O ) Z'% 6 OE Fax: ( ) RECEIVED FEB 10 2010 TUKWILA PUBLIC WORKS Location of'Assembly: t'd6 - •C io'r- (sc,zrf eP h?/v -e W$y) Downstream Process: riek DCVA- rzi RPRA: ❑ PVBA: ❑ Other: New Install: ❑ Existing: (t'Replacement: ❑ Old Sex #: Proper Install: Yes: ❑ No: ❑ Ser• #:_151a Size: 5 Make of Assembly: ��Se4 f Model #: 7 INITIAL TEST Passed: tZ( CLOSEDTIGHI: Failed: ❑ 14:P13A SPA / RPM ItPBA PVBA / SVBA CHECK VALVE No. 1 CHECK VALVE No. 2 OPEN AT ID AIR INLE LEAKED: ❑ LEAKED: ❑ OPENS � ._,____I'5fU y /1d1Jot Open: ❑ #1CHE PSID 0 CLOSED "I 10111; a PSID 1' PSID r Gap Ok? NEW PARTS AND REPAIRS Clean Replace fart 0 ❑ _. Clean Replace Part ❑ ❑ Clean Replace Part ❑ ❑ ._ —____ ❑D O CHECK VALVE HELD @ PSID 0 0 - -- ❑❑ 0 . = LEAKED: Yes ❑ No ❑ _ 0 ❑ - -- c ;LEANED ❑ REPAIRED: ❑ ❑ ❑ ❑ ❑ TEST AFTER REPAIRS Passed: ❑ Failed: ❑ CLOSED IIGI•IT: ❑ PSID CLOSED TIGHT: 0 OPENED a PSID Alit INLET:_ PSID in CHECK PSID CHK VALVE: —__PSID __--__,PSID Air Gap Inspection: Required minimum an gap separation provided? Yes ❑ No ❑ Detector Meter Reading +w /1� Line Pressure: Remarks: Testers Signature: Testers Name Printed Michael Arnot ' Testers Phone # (425) 883 -9224 Repaired By: Date: Cert. #: B5121 Date: PSI Service Restored? •I€.5 Confined Space? Yes p- No ❑ Cert. #: �. Date: 10-13-07 Initial Test By: Michael Arnot Calibration Date: 1 / 1 / 09 Gauge #: A2520813 Make: _Wilkins Model #: BFIG -5 D 10- 012 Name of Premise: RECEIVED FEB 10 L010 TUKWILA Merit=�l�ecfanical Inc. AI IQI In In,l1r P 0. Box 2109 • 9830 153rd Ave N.E., Space 81 • Redmond, Washington 98073 -2109 (425) 883-9224 • FAX (425) 867 -0962 • WA Lic # MERITMI163CM • OR Lic # 0121242 BACKFLOW PREVENTION ASSEMBLY TEST REPORT g:kie- fv,>v r 4•Rpi Arr c�>rYcrt Service Address: /Si'& C)&,4. -t A-u2 5 City: rrlk Zip: q3 /b":" Comutercinl: [ 'Residential: ❑ Contact Person: 0,6eFle Ave_(opwre)srr Phone: (z ) Z3ro Goa Fax: ( ) Location of Assembly: t i r srbe Downstream Process: p2A.IvIt3Q. DCVA: ❑ RPBA:)Zr PVBA: ❑ Other: New Install: ❑ Existing: ;21 Replacement: ❑ Old Ser #: Proper Install: Yes: 2r No:.0 Make of Assembly: W A=r19 Model #: O 9 +NZ r Ser #: A Z i res She: 2, n INITIAL TEST Passed Failed: ❑ ¶tt 1 RP BA yr vru RPB,>, RPBA OPEN Al 3,0 PSID PV13A / SV13A CHECK VALVE No, 1 CHECK VALVE No. 2 AIR INLET FAKED. ❑ LEAKED ❑, OPENED @ PSID Did t Open: ❑ ,/ # ICHECK?. 7 PSID CI OS ED TIGHT' ,zr CLOSED 'I IOH'1. 26 ??• L/ PSID _ PSID ..... - -- — Air Gap Ok? __ NEW PARTS AND REPAIRS Clean Replace Part ❑ ❑ Ctcan Replace Part ❑ ❑ Clean Replace Part ❑ ❑ _ 0 ❑❑ —__� CHECK VALVE HELD @ �_— PSID LEAKED: Yes ❑ No ❑ ❑ ❑ ❑ ❑ ❑ ❑ - - -- CLEANED. ❑ REPAIRED: ❑ ❑ ❑ ❑ ❑ TEST AFTER REPAIRS Passed: ❑ Failed: ❑ CLOSED TIGHT: ❑ PS II) CLOSED I IGH I: ❑ PStD OPENED r@i PSID AIR INLE1: _____ PS1D CIIK VALVE: _PSID ID CHECK PSID Air Gap Inspection: Required minimum au gap separation provided/ Yes 1a No ❑ Detector Meter Reading NA _ —• >e-5T- Line Pressure: _ !75 PSI amuck.. Service Restored? 1/ -e5 Confined Space? Yes ❑ Nqt?(• Remarks: ipessugy �el� C. Ai ,t11(ue 1)0 (S7 -fati •wl Testers Signature: Cert. #: W/`? / bate: f —13,C, Testers Name Printed: Michael Arnot Testers Phone # (425) , 883 -9224 Repaired By: Date: Initial Test By: Michael Arvot Cert. #: B5121 Date: Calibration Date: 1 / 1 / 09 Gauge #: A2520813 Make: Wilkins Model #: BM-5 DLO-OIZ From: "Hawkins, Clayton" <chawkins @meritmechanical.com> To: <jspencer @ci.tukwila.wa.us> Date: 02/08/2010 3:29 PM Subject: River Point Backflow Test Attachments: 20100208151518672.pdf CC: "Betty Rodenbaugh" <betty @okeefedevelopment.com> Hi Joanna, Somehow these test's got lost when we did them in Nov 09, can you please check them into your system. Thanks Sincerely, Clayton Hawkins Service Dispatch Department Supervisor Merit Mechanical Inc. Phone- 425 - 883 -9224 Ext # 1229 Cell- 425 - 445 -0572 Fax- 425 - 885 -9082 FEB 10 YU10 TUKWILA PUBLIC WORKS EOOi2 • LANCE MUELLER S ASSOCIATES A R C H I T EC T 9 • Al A January 29, 2010 Bill Rambo Permit Technician City of Tukwila, Department of Community Development 6300 Southcenter Blvd. Suite 100 Tukwila, Washington 98188 RE: Zonar Tenant Improvement Development Application # D10 -012 Dear Bill, The purpose of this letter is to respond to the two items in your plan review correction letter #1 dated 01- 22 -10. I have followed the format of your letter to address these items. I have attached a copy of your letter for reference. Building Department: 1. Please provide an emergency egress plan. Identify emergency lighting for emergency egress. Emergency lighting may be identified on the reflected ceiling plan. Means of egress and common path of travel have been added to the reflected ceiling plan. It will be the electrical contractor option to use the proposed 2 X 4 fluorescent Tight fixture with battery backup or install separate wall or ceiling mounted dedicated emergency egress fixtures. The minimum lighting level for these fixtures been defined on the notes. Public Works Department: 1 a. Domestic Water Service. A reduced Pressure Principle Assembly (RPPA), previously called a Reduce Pressure Backflow Assembly (RPBA) shall be installed immediately downstream if the existing 1.5" permanent water meter. The building owner will work independently with the City of Tukwila Planning Department to resolve this matter prior to the receiving a certificate of occupancy for the new TI space. 130 LAKESIDE • SUITE 250 • SEATTLE. WA • 92122 • (206) 325 -2553 • FAX: (208) 325 -0554 ARCHITECTURE • PLANNING • SPACE PLANNING • INTERIORS • • Page Two Bill Rambo 1 b. Fire Protection The existing 8" detector Double Check Valve Assembly (DDCVA) which also serves the adjacent building at 18200 Cascade Ave South is not current on its annual test report and was last tested in November 2008. The building owner will work independently with the City of Tukwila Planning Department to resolve this matter prior to the receiving a certificate of occupancy for the new TI space. 1c. Landscape Irrigation The existing detector Double Check Valve Assembly (DCVA) is past due for the annual testing. It was last tested in August 2008 The building owner will work independently with the City of Tukwila Planning Department to resolve this matter prior to the receiving a certificate of occupancy for the new TI space. ld. Fire line DCVA linked with 18300 Cascade Ave South building The building owner will work independently with the City of Tukwila Planning Department to resolve this matter prior to the receiving a certificate of occupancy for the new TI space. Please feel free to call me at 206 325 -2553 should you have any others questions that I can answer. Sincerely, i.,,,c-- Paul Engert Architect Lance Mueller and Associates Encl; Plan Review Correction Letter dated 01 -22 -10 Resubmittal Form Cc: File 130 LAKESIDE • SUITE 250 • SEATTLE. WA • 98122 • (206) 325 -2553 • FAX: (208) 328 -0554 ARCHITECTURE • PLANNING • SPACE PLANNING • INTERIORS • City ®f TU 1 Jim Haggerton, Mayor Department of Community Development January 22, 2010 Paul Engert 130 Lakeside Ave Seattle, WA 98122 RE: Incomplete Letter #1 Development Permit Application D10 -012 Zonar Corporation —18200 Cascade Av Dear Mr. Engert, Jack Pace, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on January 20, 2010 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Public Works Department: Joanna Spencer at 206 431 -2440 if you have any questions Concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician Enclosures File: D10 -012 W:\Permit Center \Incomplete Letters\2010\D10 -012 Incomplete Ltr # 1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 • • Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: January 21, 2010 Project Name: Zonar Corporation Permit #: D10 -012 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide an emergency egress plan. Identify emergency lighting for emergency egress. Emergency lighting may be identified on the reflected ceiling plan. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. PUBLIC WORKS DEPARTMENT COMMENTS DATE: January 22, 2010 PROJECT: ZONAR 18200 Cascade Ave S PERMIT NO: D10 -012 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Our data base shows that the subject building is past due on the annual backflow testing required by the Washington State Department of Health. Please have the professional tester conduct testing of the following backflows ASAP and submit passing test results to Public Works for: a) Premise isolation RPPA b) In- premise isolation RPPA c) Irrigation DCVA d) Fire line DCVA linked with 18300 Cascade Ave South building. All the above backflows were last tested in 2008. 2) joanna Comments 1 D10 -012 • • Page 1 of 1 Joanna Spencer - Fwd: Re: TI @18200 Cascade Ave S (N BLDG /BLDG 2) D08 -469 From: Todd Reedy To: Joanna Spencer Date: 01/22/2010 10:52 AM Subject: Fwd: Re: 11 @18200 Cascade Ave S (N BLDG /BLDG 2) D08 -469 CC: Bryan Still; Han Kirkland Hi Joanna, The information you had for 18200 Cascade is unchanged: - Premise isolation RPBA not current (last tested 10/08). - In- premise RPBA not current (last tested 10/08). - Irrigation DCVA not current (last tested 10/08). - Fireline DCVA linked with 18300 Cascade not current(last tested 11/08). -AMR OK. -No Storz adapters on private hydrants. Let us know if you need any more info, Todd »> Joanna Spencer 01/21/2010 1:58 PM »> Hello, PW is reviewing another 11 in this bldg. Has anything changed since Oct 2008 ? Thanks, Joanna »> Bryan Still 10/22/2008 7:55 AM »> HI Joanna, In- premise RPPA not current Premise isolation on domestic not current Irrigation DCVA not current Fire DCVA is located @ 18300 Cascade and is not current. AMR o.k. Thanks Bryan »> Joanna Spencer 10/21/2008 11:43 AM »> Bryan, Are they current on their backflows ? Thanks, Joanna FERMci-KYGNT Ft La CpPy DIO -ol2 file: / /C: \Documents and Settings \joanna.TUKWILA \Local Settings \Temp \XPgrpwise \4B... 01/22/2010 • PE T 131/ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -012 DATE: 03 -24 -10 PROJECT NAME: ZONAR SITE ADDRESS: 18200 CASCADE AV S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # _ X Revision # 1 After Permit Issued DEPARTM .NTS: ling 3 3-s-0 Division Puic Wo'rKsA_ 1iy10 wuk ro Structural Sin N P- 3 -x`1O Planning Division MI Permit Coordinator • DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 03-25-10 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 Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 04 -22 -10 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Y • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -012 DATE: 01 -29 -10 PROJECT NAME: ZONAR CORPORATION SITE ADDRESS: 18200 CASCADE AV Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: cM A-Wc 3— ` 4O Building Division ' —l0 Public Wor k Fire Prevention Structural Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 02 -02 -10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route 14 Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 03-02 -10 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 IOPE Y PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -012 PROJECT NAME: ZONAR CORPORATION SITE ADDRESS: 18200 CASCADE AV X Original Plan Submittal Response to Correction Letter # DATE: 01 -20 -10 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: A iv\\ h h1 O Building Ivisl n ,Nas v & ' -I° Public Works Fire Prevention Structural sri A- Planning Ision Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01 -21 -10 Complete n Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: I'd,�2_ 1 0 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW I Staff Initials: TUES/THURS ROUTING: Please Route n Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02-18-10 Approved ri Approved with Conditions n Not Approved (attach comments) ri Notation: 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 • PROJECT NAME: 2-Ora r SITE ADDRESS: Ie )-00 easCatte / S • PERMIT NO: bw-o 1 a- ORIGINAL ISSUE DATE: a _ Lt -10 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITI LS ISSUED DATE STAFF INITIALS 1 -3 -2-M-10 Summary of Revision: _ -1�-� - Summary of Revision: L-,,4., rnQ,,,,, Z,),,„ d r i i,..,,,( TT . A4 0,664 N.A., Received by: rJ4t 5)-4-9 (C REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 03/24/10 Plan ChecWPermit Number: D10 -012 ▪ Response to Incomplete Letter # Q Response to Correction Letter # • Revision # 1 after Permit is Issued m Revision requested by a City Building Inspector or Plans Examiner Project Name: Zonar Project Address: 18200 Cascade Ave South Contact Person: Paul Engert Phone Number: (206) 325 -2553 Summary of Revision: Kept a room that was scheduled to be removed and made it a storage room. Added a aluminum storefront window wall at the existing second floor conference room that is open to the new stairway opening that communicates with the first floor. RECEIVED ertv OP TUiNU MAR 2 4 2010 °F. PIVIIT CENTER Sheet Number(s): Complete sets "Cloud" or highlight all areas of revision including date of nevi 'o Received at the City of Tukwila Permit Center by: in Permits Plus on ')(--( 0 H:1Applications\Fonns- Applications On Line\2009 -08 Revision Submittal.doc Created: 8 -13 -2004 Revised: 8 -2009 City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: l ' 2� • ID Plan ChecWPermit Number: D10-012 Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Zonar Corporation Project Address: 18200 Cascade Av Contact Person: NA„ eN&42K Summary of Revision: ADD) M „K or et GOM,wndOIV P0 or - p u eo CG U rsJ, p si Phone Number: REC CITY OF TUUKKWILA UA$12 9 2010 PERMIT 2o(0 325-Z553 Sheet Number(s): Tb 2.4-' "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: h kJ Entered in Permits Plus on IdW/0 \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Untitled Page • • Page 1 of 1 General /Specialty Contractor A business registered as a construction contractor with L£tI 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 Phone Address Suite /Apt. City State Zip County Business Type Parent Company SMAJIC CONSTRUCTION LLC 2064198090 12219 SE 65TH ST BELLEVUE WA 98006 KING Limited Liability Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602566567 ACTIVE SMAJ I C L954R2 CONSTRUCTION CONTRACTOR 12/22/2005 12/22/2011 GENERAL UNUSED Business Owner Information Name Rote Effective Date Expiration Date SMAJIC, ADNAN PARTNER /MEMBER 12/22/2005 Bond Amount Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 CBIC SG4819 12/15/2005 Until Cancelled $12,000.00 12/22/2005 Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 2 CBIC C11SG481912/15/200712/15/2010 $1,000,000.0010 /28/2009 1 CBIC C11SG4819 12/15/2005 12/15/2007 $1,000,000.0010 /09/2006 https://fortress.wa.gov/lni/bbip/Detail.aspx 02/04/2010 ZONAR CORPORATION VICINITY PLAN GENERAL NOTES PROJECT NOTES RIVERPOINT CORPORATE CENTER SITE PLAN COVER SHEET CASCADE AVENUE SOUTH BUILDING 1 18300 CASCADE AVE. SOUTH WEST VALLEY HIGHWAY EXIT MEANS OF EGRESS MEANS OF EGRESS 27.11• 27 -10' 27 -10' 27 -10' ®®el®®®® ®a®®® IP 160' -0' ry FLOOR -2 OVERALL PLAN 1/16" =1' -0" 27 -10' COMMON PATH OF TRAVEL 46' 27.11' ( OMNI AREA OF WORK THIS PERMIT EZT J r T' L .-L LPL TREVIEWED FOR CODE COMPLIANCE APPROVED AV R 15 2010 City of Tukwila BUILDING DIVISION mmin NFININ 22' -11' , 22' -10• 27 -10' 17747 27 -10' 22' -10' 22' -11' 01/2910 -, 27 -0' 22' -0' 22' -0• 22' -07 27 4' 27 -0• 22' -0' TENANT REVISIONS PLAN REVIEW COMMENTS y 0 0 N , />< ,000.0, 0 0 OO ®0 ®®EN ®®®®NM ®®MO ®®® MEANS OF EGRESS MEANS OF EGRESS ®®®®®®MN ®®®E, 27.11• 27 -10' 27 -10' 27 -10' ®®el®®®® ®a®®® IP 160' -0' ry FLOOR -2 OVERALL PLAN 1/16" =1' -0" 27 -10' COMMON PATH OF TRAVEL 46' 27.11' ( OMNI AREA OF WORK THIS PERMIT EZT J r T' L .-L LPL TREVIEWED FOR CODE COMPLIANCE APPROVED AV R 15 2010 City of Tukwila BUILDING DIVISION mmin NFININ 22' -11' , 22' -10• 27 -10' 22' -10' 27 -10' 22' -10' 22' -11' 01/2910 I 01/20/10 ' 160'4' , • ry, FLOOR -1 OVERALL PLAN 1/16" = 1' -0" REVISION b10-- o0_ RECEIVED MAR 2 4 2010 PERMIT CENTER FLOOR -1& 2 OVERALL PLANS EXIT PLAN Tenant Improvement ■■■' LANCE M U E L L E- = A O C I AT E S Zo n a r 2396 REGISTERED 31° % 1 ECT Riverpoint Corporate Center LANCE P. MUELLER IVSTATE OF WASHINGTON • A R C H 1 T E C T S A , 18200 Cascade Ave South 130 LAKESIDE • SUITE 250 • SEATTLE, WA 98122 • (206) 325-2553 Tukwila, Washin. ton 0 M N M O 01/2910 I 01/20/10 ' N f0 TENANT REVISIONS PLAN REVIEW COMMENTS PERMIT SUBMITTAL 0 0 N N 0 c 09 -234 job no. P. ENGERT drawn P. ENGERT checked 0 0 N 0 N 0 FLOOR -1& 2 OVERALL PLANS EXIT PLAN Tenant Improvement ■■■' LANCE M U E L L E- = A O C I AT E S Zo n a r 2396 REGISTERED 31° % 1 ECT Riverpoint Corporate Center LANCE P. MUELLER IVSTATE OF WASHINGTON • A R C H 1 T E C T S A , 18200 Cascade Ave South 130 LAKESIDE • SUITE 250 • SEATTLE, WA 98122 • (206) 325-2553 Tukwila, Washin. ton DN 22' -11" 22' -10" () FLOOR -2 DEMO. PLAN EB) M ti X106) LOBBY 0000 0 LOBBY r"1 LJ REVIEWEFOR APPROVED COMPLIANCE VE® P APR 15 2010 City of Tukwila BUILDING DIVISION L J r 1 1 1 1 1 1 1 1 1 1 ,„L_L_L_LL_LL_LL____ ru r� LJ r1 LJ r� LJ at- r1 LJ ri LJ r -1 LJ r� LJ r� LJ r1 LJ r� LJ r-1 r1 LJ O �- J 22' -11" 22' -10" 22' -10" , 22' -10" 22' -10" 22' -10" 22' -11" O rn N O 0 `o N O (0 ,. PLAN REVIEW COMMENTS PERMIT SUBMITTAL C O N 0 c 09 -234 job no. P. ENGERT drawn P. ENGERT checked 0 v_ 0 N O a) z, r"1 LJ REVIEWEFOR APPROVED COMPLIANCE VE® P APR 15 2010 City of Tukwila BUILDING DIVISION L J r 1 1 1 1 1 1 1 1 1 1 ,„L_L_L_LL_LL_LL____ ru r� LJ r1 LJ r� LJ at- r1 LJ ri LJ r -1 LJ r� LJ r� LJ r1 LJ r� LJ r-1 r1 LJ O �- J 22' -11" 22' -10" 22' -10" , 22' -10" 22' -10" 22' -10" 22' -11" 160' -0" ,. 3 6 DEMOLITION SYMBOLS & LEGEND rN FLOOR -1 DEMO. PLAN EXISTING WALL TO BE REMOVED 1/8" = V -0" 1 j i/1 EXISTING WALL TO REMAIN EXIST. 2' x 4' FLUORESCENT LIGHT FIXTURE TO BE REMOVED 1 RELOCATED EXISTING 2' X 4' SUSPENDED ACOUSTICAL TILE CEILING AND GRID SYSTEM TO BE REMOVED EXISTING 2' x 4' BLDG. STD FLUORSCENT LIGHT FIXTURE TO REMAIN FLOOR / CEILING DEMO. KEYNOTES ® 1. DASHED LINE TYPE INDICATES WALLS, DOORS, ETC. TO BE REMOVED. 2. EXISTING 2 x 4 FLUORESCENT LIGHT FIXTURED TO BE REMOVED 1 RELOCATED. STORE ALL UNUSED FIXTURES AS DIRECTED BY BUILDING MANAGER. 3. EXIST. CEILING GRID TO BE REMOVED FOR NEW STAIRWAY TO SECOND FLOOR. REVISION No:l t\OOId2-- RECEIVED MAR 2 4 2010 PERMIT CENTER a M 0 co 4 CV EXIST. EIST. OFFICE TO REMAIN NEW HANDRAIL SYSTEM t OFFICE TO 1 1 EMAIN DN NEW STAIR AND FLOOR OPENING REMOVE EXIST. CASEWORK & .LUMBING 1 NEW ALUM. 1 STOREFRONT IN NEW WALL OPENING (_ FLOOR -2 FLOOR PLAN 0 M 4 ao 0 CV 10' -0" 10' -0" 10' -0" 9, -11" 14' -1" I IC 1 j 9' -11" LOBBY CANTED WALL PILASTER W/ HORIZ. WALL REVEALS 5' -11" 3' -0" EXIST. 1 C71 / __/ PRODUCT DISPLAY 111 LJI1 Lml IIII %I IJ _I_J1 in CLIENT AREA 1301 LJ to rl-- -n in ro 0 �I 0 ENG'G. OFC. (121) STORAGE (122) r -- �r- r— I I 1 Ir--)r) LJ 11, -0" 1T-1" 111 111 III ENG'G. OFC. (142) STORAGE (123) 11' -1" L _ J ENG'G. LAB (120) 1 •1 5' -3" t ALIGN W/ — WALL ABOVE IU O� ENG'G. OFC. (143) 111 ENG'G. OFC. (144) 111 11 IIrF - - - T - -- 11 12. -- ‘ 1 II II ,L- u \ II II / - HI II- - --( I II II I IrF- - -T-L ==1111 _� = -1" == rill 11 11'___ 1111 •j____8.._11 \ 11 n u ENG'G. 111 411 OENG'G. OFC. ( 146 ) �- �I II SUPPORT I I nI1 II I rF = = =T= 11 10• I 11 11 I 9• II uli _� I�JI -- II LI - -I 1 I I- -- I 11 11 I 1 11 11 12 1 1 II I14v1 F- - - -I� -- --j REVIEWED FOR CODE COMPLIANCE APPROVED APR 15 2010 City of Tukwila BUILDING DIVISION EXIST. OFC. PACKAGING EXIST. OFC. (145) 11► IU 111 ENG'G. OFC. (147) 111 11 11 6. rF == =T = = =fi 1 1 r F 1 - - , . T - _ --=h II - H I IF - --f I 11 11 I \ I1 II 1111 11 1 1. II u 11 11 5. j, II II - -' ? II LI , 1 11 11 1 1 II II 1 1 11 11 1 If --- T - =4i rl - == =T= = = -i 11 4. 1 11 11 1 3.. 11 I I _ _ _ j • I L I 1 L - -- 11 Irll , u sr- - -II 11 - --f 1 11 II 1 1 11 11 121 I n4- EXIST. OFC. (114) 411 `2/ `_„ RECEPTION (101) 14' -33" FE 107 FILES (107) 1 3' -0" ELEC. ROOM (102) L _ J r' l 6 1 L - J e HALL (104) FE O ® ® n LOBBY i Tr") \1 BREAK ROOM la �l — CONFERENCE (106) fl __ J * +44" +44" IT ROOM PARTS INVENTORY 22' -11" , 22' -10" , 22' -10" 22' -10" 22' -10" y 22' -10" 22' -11" y C:7' N 17 160' -0" , PLAN REVIEW COMMENTS PERMIT SUBMITTAL C O 0, 3 ARCHITECTURAL SYMBOLS & LEGEND EXISTING WALL TO REMAIN NEW WALL PER PLAN NEW WALL W/ SOUND INSULATION PER PLAN NEW PARTIAL HEIGHT WALL DOOR NUMBER EX. = EXIST DOOR TO REMAIN ELEVATION LETTER ELEVATION NUMBER INTERIOR ELEVATION SYMBOL SHEET NUMBER OFC. (105) FE FE O SEM I=1 ROOM NAME & NUMBER WALL TYPE REFERENCE DETAIL NUMBER DETAIL REFERENCE SHEET NUMBER DETAIL NUMBER SECTION REFERENCE SHEET NUMBER SEMI - RECESSED FIRE EXTINGUISHER CABINET SURFACE MOUNTED FIRE EXTINGUISHER COMMON PATH OF TRAVEL - 100' MAX. MEANS OF EGRESS 4 ELECTRICAL SYMBOLS & LEGEND ELECTRICAL OUTLETS, LIGHTING AND SWITCHING SHOWN FOR GENERAL DESIGN INTENT. ELECTRICAL CONTRACTOR TO CONFIRM ELECTRICAL REQUIREMENTS WITH TENANT PRIOR TO ANY WORK. A dIMER DUPLEX ELECTRICAL OUTLET 110V DEDICATED DUPLEX ELECTRICAL OUTLET 110V FOURPLEX ELECTRICAL OUTLET 110V DEDICATED FOURPLEX ELECTRICAL OUTLET 110V TELEPHONE /DATA OUTLET ELECTRICAL OUTLET W/ TIMER FLUSH FLOOR ELEC. / DATA BOX ELECTRICAL JUNCTION BOX SYSTEM FURNITURE POWER POLE LOCATION (CONFIRM W/ FURNITURE VENDOR) SYSTEM FURNITURE BASE POWER FEED (CONFIRM W/ FURNITURE VENDOR) r) FLOOR -1 FLOOR PLAN FLOOR PLAN KEYNOTES 1. RECEPTION DESK IS SHOWN AS A PLANNING SUGGESTION ONLY. DESK TO BE FURNISHED AND INSTALLED BY TENANT. 2. FURNITURE IS SHOWN AS A PLANNING SUGGESTION ONLY AND FINAL LAYOUT AND COORDINATION OF ELECTRICAL REQUIREMENTS IS THE RESPONSIBILITY OF THE TENANT. 3. SEE STRUCT. DRAWINGS FOR WALL CONSTRUCTION. 4. SEE STRUCT. DRAWINGS FOR NEW FLOOR OPENING. 5. INFILL DOOR OPENING WITH FLUSH WALL CONSTRUCTION. 6. CUT PILE CARPET 7. 18" DIA. PVC COLUMN REVISION NO.l b• RECEIVED MAR 24 2010 PERMIT CENTER w fX 0) N co L CD n� U O V) Q. w L > U a) 0 O ca.. 0 N °o N ce cN2 Tukwila. Washi FLOOR PLAN 206) 325 -2553 1— N w 1- I sheet TA2.3 CD N 00 C:7' N 17 PLAN REVIEW COMMENTS PERMIT SUBMITTAL C O 0, o 09-234 job no. P. ENGERT drawn P. ENGERT checked C, N Nd O N w fX 0) N co L CD n� U O V) Q. w L > U a) 0 O ca.. 0 N °o N ce cN2 Tukwila. Washi FLOOR PLAN 206) 325 -2553 1— N w 1- I sheet TA2.3 i'f:::l 03/23/10 ■ 0 a- rn N O 01/20/10 co co a LEV. MACH. ELEV. / TENANT REVISIONS PLAN REVIEW COMMENTS PERMIT SUBMITTAL MEN , 9T0 N .- M„ .. A N C O O P. ENGERT drawn i EXIT I I - - - :. LOBBY 1 I — REVIElAIED FOR _ _ - - CODE COMPLIANCE t— IIII W LOBBY . — APPROVED ' I i APR 15 2010 Cityof Tukwila BUILDING DIVISInN L 1 4 L 1 1 * ELEC. ROOM * _ T _ \ I , •' \ EN 0 'G E E E E �G' FC. , 1 1 • ENFD G' O RECEPT (1 �1 ON (102) — PROD'U DIS �,i1 , BREAK ROOM + Er 1 4 10., g I■■■ _ _ T 1 1 7 r- ¢ = CL IEN m-4L I AREA [30) • ¢ EN e,'G. - - -_ ---- - - - - -- i i . • 0 NM \ _ \ \ ■ _ ...\_. \(i4) ■ 1111 1 , ROOM 105 STORAGE 104 , 1 . .. 1 it � ��, C. � � � OR (12 ) riRnAiiii LI .\-- 7 \ •.•. 7 1 7 '1 7 1 \ _ \._ _, 1 i i___1 in 1 ii'i 1 1 1 \ 1 I V VTORY 7 ii G'G. AB IGIIj!1 ! 411111111r!j VE'�7 :LEC �� _ XIS , EX1 OOF 1 _ IIIIJ EXI' 1 1 UP ®F. 11 5 _ IIIL /\ 1 0 CEILING / LIGHTING SYMBOLS 0 EXIT EXIT 6" DIA. RECESSED METAL HALIDE LIGHT FIXTURE - 75W RECESSED COMPACT FLUORESCENT LIGHT FIXTURE TO MATCH BUILDING STANDARD 8' PENDENT STYLE FLUORESCENT LIGHT FIXTURE (TO BE SELECTED) LIGHTED EXIT SIGN (CM = CEILING MOUNT WM = WALL MOUNT) DIRECTIONAL LIGHTED EXIT SIGN (CM = CEILING MOUNT WM = WALL MOUNT) HEIGHT CEILING HEIGHT AND TYPE SYMBOL X— CEILING TYPE CEILING / LIGHTING SYMBOLS 0 EXIST. 2' X 4' SUSPENDED ACOUSTICAL TILE CEILING AND GRID SYSTEM TO REMAIN NEW 2' X 4' SUSPENDED ACOUSTICAL TILE CEILING AND GRID SYSTEM (MATCH EXIST SYSTEM) NEW GWB CEILING TO REMAIN EXISTING 2' x 4' BLDG. STD FLUORSCENT LIGHT FIXTURE TO REMAIN NEW OR RELOCATED 2' x 4' BLDG. STD FLUORSCENT LIGHT FIXTURE 6" DIA. RECESSED COMPACT FLUORESCENT WALLWASHER LIGHT FIXTURE - 32W 6" DIA. RECESSED COMPACT FLUORESCENT LIGHT FIXTURE - 32W Cf-3 ( FLOOR -1 CEILING PLAN 1/8" =1' -0" GENERAL NOTES 1. ELECTRICAL CONTRACTOR SHALL INSTALL EMERGENCY EGRESS LIGHTING WITHIN TENANT SPACE TO PROVIDE A MINIMUM OF 1 FOOTCANDLE AT THE WALKING SURFACE. THIS IS IN ACCORDANCE WITH IBC SECTION 1006. ELECTRICAL CONTRACTOR SHALL MEASURE LIGHTING LEVELS ALONG THE COMMON PATH OF EGRESS TO MAINTAIN THE 1 FOOTCANDLE MINIMUM LEVEL TO THE EXIT DISCHARGE. THE EMERGENCY LIGHTING SHA : - • - .. - E "MEANS OF EGRESS" AS DEFINED ON 2. SUSPENDED CEILING SYSTEM IS EXISTING THROUGHOUT THE SPACE. SEE SHEET TA3.1 FOR NOTES REGARDING ANY CHANGES OR ADDITIONS TO SYSTEM. KEYNOTES 1. NEW 6" DIA RECESSED 75W METAL HALIDE LIGHT FIXTURES INSTALLED AT SECOND FLOOR CEILING. 2. REVISION X10:1 b10-0 �z RECEIVED MAR 24 2010 PERMIT CENTER CI LLI 1- W (0 01 M N Tenant Improvement 0 L N U '-0 0 (n C. a) 0< U a) E_ o a-U a) o CV co Tukwila. Washi z J 0 0 z W U N- O 0 J L, N (f) 0 F- a U Wtn sheet TA2.4 03/23/10 ■ 0 a- rn N O 01/20/10 co co a TENANT REVISIONS PLAN REVIEW COMMENTS PERMIT SUBMITTAL c 0 N 0) e N .- O C A N C O O P. ENGERT drawn P. ENGERT checked • 6 N 0 O a Iii 0 CI LLI 1- W (0 01 M N Tenant Improvement 0 L N U '-0 0 (n C. a) 0< U a) E_ o a-U a) o CV co Tukwila. Washi z J 0 0 z W U N- O 0 J L, N (f) 0 F- a U Wtn sheet TA2.4 N • 1X" 1X" P • 16 %" GWB TYP. SOLID MAPLE RAIL W/ CLEAR FINISH 1 Y2" PAINTED METAL PIPE HANDRAIL (AUTOMOTIVE FINISH) X" FLAT PLATE HANDRAIL SUPPORT (TYP. @ EACH VERTICAL) X" X 2" FLAT BAR - PAINTED W/ (AUTOMOTIVE FINISH) Y" DIA. SMOOTH BAR PAINTED W/ (AUTOMOTIVE FINISH) %" MDF W/ PAINTED FINISH GWB OVER 2 x 4 WOOD FRAMING @ 16" O.C. EXIST. PLYWOOD FLOOR SHEATHING EXTEND 2" FLAT BAR TO WF BEAM FOR WELDED CONNECTION NEW OR EXIST. WF METAL BEAM RAIL SYSTEM @ FLOOR OPENING 1 1/2" =1' -0" OO L _ SEE DETAIL 9 FOR NOTES & DIMENSIONS %" MDF STAIR SKIRT W /X" SQ. KERF & PAINTED FINISH 1X" PLYWOOD STAIR TREAD SCREWED AND GLUED TO DBL STRINGER AT EACH SIDE AND CENTERLINE OF STAIRS EXTEND 2" FLAT BAR TO BOT. OF STAIR STRINGER ATTACH TO DBL. VERTICAL 2 x 4 PER STRUCT. DWGS. GWB OVER 2 x 4 WOOD FRAMING @ 16" O.C. RAIL SYSTEM @ STAIR RISER 1 112" =1' -0" EQ. d w w d w w d w LINE OF GWB SOFFIT BEYOND 3" EQ. 3" 3" EQ. TA3.2 EQ. 2" XX" VERTICAL FLAT PLATE SUPPORT RAIL 42" HIGH METAL RAIL SYSTEM II 8" t 16 TA3.2 O.H. 2 " MAPLE WOOD RAIL X" x 2" FLAT BAR RAIL SYSTEM - PAINTED X" DIA SMOOTH BAR - PAINTED 2" x 4" ALUM. STOREFRONT WINDOW SYSTEM W 112" TEMPERED GLASS. SEE SHEET TA3.3 FLOOR -2 STAIR PLAN �8� 1/2" =1' -0" RAIL SYSTEM BEYOND DBL. 2 X 12 2X4 @16 "O.C. P.T. 2 X 4 PLATE --\ti 5/8" GWB 2 X 12 STAIR STRINGER @ 1/3 POINTS W (2) - 2 x 12's SISTERED TO EACH SIDE SEE STRUCT. DWGS. N LL EXIST. WOOD JOIST FLOOR STRUCT. 7— CEILING SYSTEM LANDING UPPER - STAIR SECTION MEZZ. FIN. FLR. FIRST FIN. FLR. y 4 1 Y" DIA. PAINTED METAL HANDRAIL TYP. 4' -6" OUTLINE OF FLOOR OPENING ABOVE LANDING FURR WALL TO ALLOW %" GWB TO PASS ACROSS FACE OF EXISTING COLUMN 1 X" DIA. PAINTED METAL HANDRAIL TYP. 8' -8" REVIEWED FOR CODE COMPLIANCE APPMVED APR 15 2010 City of Tukwila BUILDING DIvIRInM REVISIONNO.LL 1/2" = 1' -0" 2 " MAPLE WOOD RAIL X" X 2" FLAT BAR RAIL SYSTEM - PAINTED X" DIA SMOOTH BAR - PAINTED 1X" PLYWOOD STAIR TREAD SCREWED AND GLUED TO STRINGER %" PLYWOOD STAIR RISER SCREWED AND GLUED TO STRINGER FLOOR -1 STAIR PLAN 1/2" =1' -0" RECEIVED MAR 242010 PERMIT CENTER DBL. 2 X 12 2X4 @16 "0.C. 2 X 12 STAIR STRINGER @ 1/3 POINTS W (2) - 2 x 12's SISTERED TO EACH SIDE SEE STRUCT. DWGS. EXIST. CONC. FLOOR SLAB J i P.T. 2 X 4 PLATE 47— 25 LOWER - STAIR SECTION 1/2" =1' -0" Tenant Improvement CD CD U ca L O 0 CO 0< V a) U 0 0 cu O CV Tukwil sheet TA3.2 03/23/10 0 rn is 0 0 o is 0 m co TENANT REVISIONS PLAN REVIEW COMMENTS PERMIT SUBMITTAL c 0 N N O c A N CNI C o) 0 0 P. ENGERT drawn P. ENGERT checked O N a) c=> a 1 Y" DIA. PAINTED METAL HANDRAIL TYP. 4' -6" OUTLINE OF FLOOR OPENING ABOVE LANDING FURR WALL TO ALLOW %" GWB TO PASS ACROSS FACE OF EXISTING COLUMN 1 X" DIA. PAINTED METAL HANDRAIL TYP. 8' -8" REVIEWED FOR CODE COMPLIANCE APPMVED APR 15 2010 City of Tukwila BUILDING DIvIRInM REVISIONNO.LL 1/2" = 1' -0" 2 " MAPLE WOOD RAIL X" X 2" FLAT BAR RAIL SYSTEM - PAINTED X" DIA SMOOTH BAR - PAINTED 1X" PLYWOOD STAIR TREAD SCREWED AND GLUED TO STRINGER %" PLYWOOD STAIR RISER SCREWED AND GLUED TO STRINGER FLOOR -1 STAIR PLAN 1/2" =1' -0" RECEIVED MAR 242010 PERMIT CENTER DBL. 2 X 12 2X4 @16 "0.C. 2 X 12 STAIR STRINGER @ 1/3 POINTS W (2) - 2 x 12's SISTERED TO EACH SIDE SEE STRUCT. DWGS. EXIST. CONC. FLOOR SLAB J i P.T. 2 X 4 PLATE 47— 25 LOWER - STAIR SECTION 1/2" =1' -0" Tenant Improvement CD CD U ca L O 0 CO 0< V a) U 0 0 cu O CV Tukwil sheet TA3.2 IF HANGER WIRE IS OUT OF PLUMB GREATER THAN 1:6 COUNTER SPLAY PER ASTM C636 WALL WHICH PENETRATES CEILING GRID WALL EDGE MOLDING MAX. 8" 0 0 ' >c` ;.x :.X >. MIN. 3/4" @ UN- ATTACHED WALLS MIN.2" ,k EDGE BRACING CEILING SEISMIC BRACING NO SCALE #12 PERIMETER HANGER WIRE ANCHORED TO STRUCTURE ABOVE @ EACH MAIN BEAM OR CROSS TEE STABILIZER BAR SYSTEM TO KEEP PERIMETER COMPONENTS FROM SPREADING APART @ UNATTACHED WALLS ONLY TIGHT LOOP THROUGH HANGER HOLE & THREE TIGHT TURNS WITHIN 3" ( TOP TO BOTTOM) PER ASTM C636 MAIN BEAM OR CROSS TEE CEILING GRID #12 HANGER WIRE — ANCHORED TO STRUCTURE ABOVE SEISMIC JOINT CLIP EXPANSION SLEEVE CEILING EXPANSION JOINT WALL EDGE MOLDING CROSS TEE PER ASTM C635 STABILIZER BAR SYSTEM TO KEEP PERIMETER COMPONENTS FROM SPREADING APART @ UNATTACHED WALLS ONLY EDGE BRACING ISOMETRIC REVIEWED FOR CODE COMPLIANCE APPROVED APR 15 2010 City of Tukwila BUILDING DRIISinnl STEEL STUD COMPRESSION POST ONLY IF REQUIRED BY AUTHORITY HAVING JURISDICTION #12 HANGER WIRE TYP. TIGHT LOOP THROUGH HANGER HOLE & THREE TIGHT TURNS WITHIN 3" ( TOP TO BOTTOM) CROSS TEE PER ASTM C635 MAIN CEILING BEAM PER ASTM C635 CEILING GRID SEISMIC BRACING SUSPENDED CEILING ARE TO COMPLY WITH THE FOLLOWING CODES AND REGULATIONS: A. 2006 INTERNATIONAL BUILDING CODE (IBC) SECTION 803.9 B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) C635 AND ASTM C636 (REFERENCED IN IN 803.9). C. ASCE (AMERICAN SOCIETY OF CIVIL ENGINEERS) 7 SECTION 9.6.2.6 D. CISCA (CEILING & INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION) RECOMMENDATIONS FOR SEISMIC ZONES 3 -4 REFERENCED IN ASCE - 7 SECTION 9.6.2.6.2.2 E. IBC 102.1 STATES "WHERE IN ANY SPECIFIC CASE, DIFFERENT SECTIONS OF THIS CODE SPECIFY DIFFERENT MATERIALS, = METHODS OF CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL BE APPLICABLE ". F. PARTIAL LISTING OF REQUIREMENTS FOR SUSPENDED CEILINGS: • ONLY A HEAVY DUTY T -BAR GRID SYSTEM SHALL BE USED. ASTM - 7 SECTION 9.6.2.6.2.ITEM A. • WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE (WALL ANGLE ) SHALL BE NOT LESS THAN 2 INCHES. ASTM - 7 SECTION 9.6.2.6.2.2 ITEM B. • ON TWO ADJACENT SIDES, THE GRID SHALL BE ATTACHED TO THE WALL ANGLE. POP RIVETS ARE ACCEPTABLE. ON THE OTHER TWO SIDES, THERE SHALL BE A3/4" INCH CLEARANCE BETWEEN THE ENDS OF THE GRID AND THE WALL. ASTM -7 SECTION 9.6.2.6.2.2 ITEM B. • STABILIZER BARS ARE REQUIRED TO PREVENT THE SPREAD OF MAIN BEAMS AND OR CROSS TEES. CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, SEISMIC ZONES 3 & 4, MAY 2004, INSTALLATION SECTION, ITEM 4. • PERIMETER SUPPORT (TAIL) WIRES ARE REQUIRED WITHIN EIGHT INCHES OF THE WALL FOR ALL EDGES . CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, SEISMIC ZONES 3 & 4, MAY 2004, INSTALLATION SECTION, ITEM 4. • VERTICAL HANGERS SHALL BE NO. 12 GAGE WIRE SPACED AT 4' -0" ON CENTER OR NO. 10 GAGE WIRE SPACED AT 5' -0" ON CENTER ALONG EACH MAIN RUNNER. THREE WIRE TURNS REQUIRED WITHIN 1:6 OUT -OF -PLUMB UNLESS COUNTER - SLOPING WIRES ARE PROVIDED. • LATERAL BRACING IS REQUIRED. SPLAY WIRES PODS AT 12" MAX. O.C. AND 6' -0" MAX. FROM WALLS. INSTALL TRULY COMPRESSIBLE (E.G. SPRING LOADED) STRUTS OR NO STRUTS AT ALL. RIGID STRUTS ARE NOT ALLOWED. CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, SEISMIC ZONES 3 & 4, MAY 2004, INSTALLATION SECTION, ITEM 3 AND CITY OF KENT POLICY. • CEILINGS OVER 2500 SQ . FT. MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT WALLS THAT BREAK THE CEILING UP INTO AREAS NOT EXCEEDING 2500 SQ. FT. ASTM - 7 SECTION 9.6.2.6.2.2 ITEM D. FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD AND OTHER PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE OF ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF A LEAST 1 INCH IN ALL DIRECTIONS; OR SPRINKLER HEAD EXTENSION TO HAVE A SWING JOINT THAT CAN ACCOMMODATE 1 INCH OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS. ASTM - 7 SECTION 9.6.2.6.2.2 ITEM E. CHANGES IN CEILING PLAN ELEVATIONS SHALL BE PROVIDED WITH POSITIVE BRACING. ASTM - 7 SECTION 9.6.2.6.2.2 ITEM F. • CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUSPENDED INDEPENDENTLY FROM THE CEILING. ASTM - 7 SECTION 9.6.2.6.2.2 ITEM G. N WALL CONSTRUCTION PER FLOOR PLAN 1" DBL. FACED GLAZING TAPE .050 ALUM. BREAK SHAPE TO MATCH EXISTING STOREFRONT MAKE NO PHYSICAL CONNECTION TO STOREFRONT EXISTING VERT. MULLION EXISTING STOREFRONT SYSTEM WALL @ VERT. MULLION 3" = 1' -0" 2" WALL CONSTRUCTION PER FLOOR PLAN 1" DBL. FACED GLAZING TAPE .050 ALUM. BREAK SHAPE TO MATCH EXISTING STOREFRONT MAKE NO PHYSICAL CONNECTION TO STOREFRONT .050 ALUM. BREAK SHAPE TO MATCH EXISTING VERT. MULLION EXISTING STOREFRONT SYSTEM WALL @ FALSE MULLION 3" = 1' -0" 5/8" G.W.B. EA. SIDE ON 2%" METAL STUDS 11il�i 'ii•, .�Y WOOD BUCK 3 SILENCERS at STRIKE SIDE 1 Y2" HDWD. TRIM (MATCH BLDG. STD.) 4�1j� • e'i: 1 3/4" HDWD. VENEER SOLID CORE WOOD DOOR BLDG. STD. WOOD DOOR JAMB 3" = 1' -0" ATTACH 23/2" x 20 GA. METAL STUDS BRACES TO TOPTRACKW /(2)- METAL FRAMING ▪ SCREWS 2 Y" x 20 GA. METAL STUDS BRACES @ 8' -0" O.C. (ALTERNATE DIRECTIONS) AT ALL WALL LOCATIONS OVER 12' -0" LONG. ATTACHED TO WOOD FLOOR STRUCTURE ABOVE 1 01/2910 1 0 0 N O N (O 'D MAKE N( ti WALL TC SYSTEM PLAN REVIEW COMMENTS PERMIT SUBMITTAL revision EXIST. A 0 A c N c t .G o,0 P. ENGERT drawn P. ENGERT checked CEILING TIGHT LOOP THROUGH HANGER HOLE & THREE TIGHT TURNS WITHIN 3" ( TOP TO BOTTOM) CROSS TEE PER ASTM C635 MAIN CEILING BEAM PER ASTM C635 CEILING GRID SEISMIC BRACING SUSPENDED CEILING ARE TO COMPLY WITH THE FOLLOWING CODES AND REGULATIONS: A. 2006 INTERNATIONAL BUILDING CODE (IBC) SECTION 803.9 B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) C635 AND ASTM C636 (REFERENCED IN IN 803.9). C. ASCE (AMERICAN SOCIETY OF CIVIL ENGINEERS) 7 SECTION 9.6.2.6 D. CISCA (CEILING & INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION) RECOMMENDATIONS FOR SEISMIC ZONES 3 -4 REFERENCED IN ASCE - 7 SECTION 9.6.2.6.2.2 E. IBC 102.1 STATES "WHERE IN ANY SPECIFIC CASE, DIFFERENT SECTIONS OF THIS CODE SPECIFY DIFFERENT MATERIALS, = METHODS OF CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL BE APPLICABLE ". F. PARTIAL LISTING OF REQUIREMENTS FOR SUSPENDED CEILINGS: • ONLY A HEAVY DUTY T -BAR GRID SYSTEM SHALL BE USED. ASTM - 7 SECTION 9.6.2.6.2.ITEM A. • WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE (WALL ANGLE ) SHALL BE NOT LESS THAN 2 INCHES. ASTM - 7 SECTION 9.6.2.6.2.2 ITEM B. • ON TWO ADJACENT SIDES, THE GRID SHALL BE ATTACHED TO THE WALL ANGLE. POP RIVETS ARE ACCEPTABLE. ON THE OTHER TWO SIDES, THERE SHALL BE A3/4" INCH CLEARANCE BETWEEN THE ENDS OF THE GRID AND THE WALL. ASTM -7 SECTION 9.6.2.6.2.2 ITEM B. • STABILIZER BARS ARE REQUIRED TO PREVENT THE SPREAD OF MAIN BEAMS AND OR CROSS TEES. CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, SEISMIC ZONES 3 & 4, MAY 2004, INSTALLATION SECTION, ITEM 4. • PERIMETER SUPPORT (TAIL) WIRES ARE REQUIRED WITHIN EIGHT INCHES OF THE WALL FOR ALL EDGES . CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, SEISMIC ZONES 3 & 4, MAY 2004, INSTALLATION SECTION, ITEM 4. • VERTICAL HANGERS SHALL BE NO. 12 GAGE WIRE SPACED AT 4' -0" ON CENTER OR NO. 10 GAGE WIRE SPACED AT 5' -0" ON CENTER ALONG EACH MAIN RUNNER. THREE WIRE TURNS REQUIRED WITHIN 1:6 OUT -OF -PLUMB UNLESS COUNTER - SLOPING WIRES ARE PROVIDED. • LATERAL BRACING IS REQUIRED. SPLAY WIRES PODS AT 12" MAX. O.C. AND 6' -0" MAX. FROM WALLS. INSTALL TRULY COMPRESSIBLE (E.G. SPRING LOADED) STRUTS OR NO STRUTS AT ALL. RIGID STRUTS ARE NOT ALLOWED. CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, SEISMIC ZONES 3 & 4, MAY 2004, INSTALLATION SECTION, ITEM 3 AND CITY OF KENT POLICY. • CEILINGS OVER 2500 SQ . FT. MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT WALLS THAT BREAK THE CEILING UP INTO AREAS NOT EXCEEDING 2500 SQ. FT. ASTM - 7 SECTION 9.6.2.6.2.2 ITEM D. FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD AND OTHER PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE OF ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF A LEAST 1 INCH IN ALL DIRECTIONS; OR SPRINKLER HEAD EXTENSION TO HAVE A SWING JOINT THAT CAN ACCOMMODATE 1 INCH OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS. ASTM - 7 SECTION 9.6.2.6.2.2 ITEM E. CHANGES IN CEILING PLAN ELEVATIONS SHALL BE PROVIDED WITH POSITIVE BRACING. ASTM - 7 SECTION 9.6.2.6.2.2 ITEM F. • CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUSPENDED INDEPENDENTLY FROM THE CEILING. ASTM - 7 SECTION 9.6.2.6.2.2 ITEM G. N WALL CONSTRUCTION PER FLOOR PLAN 1" DBL. FACED GLAZING TAPE .050 ALUM. BREAK SHAPE TO MATCH EXISTING STOREFRONT MAKE NO PHYSICAL CONNECTION TO STOREFRONT EXISTING VERT. MULLION EXISTING STOREFRONT SYSTEM WALL @ VERT. MULLION 3" = 1' -0" 2" WALL CONSTRUCTION PER FLOOR PLAN 1" DBL. FACED GLAZING TAPE .050 ALUM. BREAK SHAPE TO MATCH EXISTING STOREFRONT MAKE NO PHYSICAL CONNECTION TO STOREFRONT .050 ALUM. BREAK SHAPE TO MATCH EXISTING VERT. MULLION EXISTING STOREFRONT SYSTEM WALL @ FALSE MULLION 3" = 1' -0" 5/8" G.W.B. EA. SIDE ON 2%" METAL STUDS 11il�i 'ii•, .�Y WOOD BUCK 3 SILENCERS at STRIKE SIDE 1 Y2" HDWD. TRIM (MATCH BLDG. STD.) 4�1j� • e'i: 1 3/4" HDWD. VENEER SOLID CORE WOOD DOOR BLDG. STD. WOOD DOOR JAMB 3" = 1' -0" ATTACH 23/2" x 20 GA. METAL STUDS BRACES TO TOPTRACKW /(2)- METAL FRAMING ▪ SCREWS 2 Y" x 20 GA. METAL STUDS BRACES @ 8' -0" O.C. (ALTERNATE DIRECTIONS) AT ALL WALL LOCATIONS OVER 12' -0" LONG. ATTACHED TO WOOD FLOOR STRUCTURE ABOVE TYP. OFFICE PARTITION 1/2" =1' -0" REVISION N0:1. \Wft.00 ATTACHMENT OF CEILING GRID OUSTICAL TILE ND INSULATION PER LAN A. METAL STUDS @ /ITH 5/" TYPE "X" GWB E 1" POWDER ACTUATED RS @24 "O.C.TYP. R BASE )NC. FLOOR SLAB RECEIVED MAR 2 4 2010 PERMIT CENTER 1 '4 MAKE N( ti WALL TC SYSTEM EXIST. A 0 0 CEILING 2%2" SOU o c. FLOOR P 21/2i' x251 e ,, 24" O.C.1 EACH Sit C4 r4 $ X "DIA.x FASTENE 4" RUBBE .l EXIST. CI d a �a TYP. OFFICE PARTITION 1/2" =1' -0" REVISION N0:1. \Wft.00 ATTACHMENT OF CEILING GRID OUSTICAL TILE ND INSULATION PER LAN A. METAL STUDS @ /ITH 5/" TYPE "X" GWB E 1" POWDER ACTUATED RS @24 "O.C.TYP. R BASE )NC. FLOOR SLAB RECEIVED MAR 2 4 2010 PERMIT CENTER HARDWARE GROUPS 1. LEVER LATCHSET HINGES SILENCERS WALL STOP 5. LEVER LOCKSET HINGES SILENCERS CLOSER 5/8" G.W.B. EA. SIDE ON 2%" METAL STUDS 2. LEVER LOCKSET HINGES SILENCERS WALL STOP 6. LEVER LATCHSET HINGES SILENCERS CLOSER KICKPLATE 3 SILENCERS at STRIKE SIDE 1 y" HDWD. TRIM (MATCH BLDG. STD.) 1 3/4" HDWD. VENEER SOLID CORE WOOD DOOR BLDG. STD. WOOD DOOR JAMB 3" =1' -0" "TEMPERED GLASS WOOD BUCK HARDWOOD GLASS STOPS 1 Y2" HDWD. TRIM (MATCH BLDG. STD.) BLDG. STD. WOOD RELITE JAMB 3. LEVER LOCKSET HINGES CLOSER KICKPLATE 3" = 1' -0" 4. LEVER LOCKSET DUMMY LEVER MANUAL FLUSH BOLTS HINGES CLOSER KICKPLATE REVIEWED FOR CODE COMPLIANCE APPROVED APR 15 2010 Hi City of Tukwila City of Tukwila BUILDIIVI� UfUJ II Ik" 3 5/8" X 20 GA METAL STUDS BRACING @ 48" O.C. DOOR SCHEDULE DOOR NO. Y P E DESCRIPTION DOOR FRAME HARDWARE GROUP RATING REMARKS MAT. FIN. MAT. FIN. 0 O N N 101 D 3' -0" x 7' -0" WOOD BLDG. STD. WOOD BLDG. STD. 5 -- 24" SIDELITE 102 EX. 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD. EX. "- RELOCATED DOOR & FRAME 103 A 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD. 6 -- 104 C PR. 3' -0" X 7-0" WOOD BLDG. STD. WOOD BLDG. STD. 4 - -- 105 A 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD. 2 -- 106 B 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD 1 - -- 107 A 3' -0" X 7-0" WOOD BLDG. STD. WOOD BLDG. STD. 2 -- 111 EX. PR. 2' -6" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD. — -- 112 C PR. 3' -0" X 7-0" WOOD BLDG. STD. WOOD BLDG. STD. 4 -- 113 EX. 3' -0" X 7' -0" WOOD BLDG. STD WOOD BLDG. STD. -- -- 114 EX. 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD. -- -- 115 EX. 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD. -- --- 116 EX. 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD. -- -- 120 EX. PR. 3' -0" X T -0" WOOD BLDG. STD. WOOD BLDG. STD. EX. -- 121 B 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD 2 -- 122 A 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD. 2 -- 123 A 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD. 2 -- 131 A 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD. 2 --- 140 B 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD 2 ' -- 141 B 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD. 2 --- 142 B 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD 2 "' 143 B 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD 2 --- 144 B 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD 2 --- 145 A 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD. 2 --- 146 B 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD 2 --- 147 B 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD 2 '-- 148 B 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD 2 --- 201 E 14' -4 X 8' -3" - - ALUM. CLR. ANOD. -- ALUM. STOREFRONT 3 5/8" GA METAL STUDS @ 24" O.C. EXTEND TO ROOF STRUCT. ABOVE. %" GWB 6" x 18 GA BOX HEADER FL z 1- X w SUSPENDED CEILING SYSTEM (EXISTING) METAL 'J' TRIM AT GWB EDGE 1/2" LAMINATE & TEMPERED SAFETY GLAZING STOREFRONT HEAD DETAIL 3" =1' -0" 1/2" LAMINATE & TEMPERED SAFETY GLAZING 42" CENTER SET 4 1/2" CLEAR ANOD. ALUM. STOREFRONT SYSTEM %" MDF W/ PAINTED FINISH 4" RUBBER BASE %" GWB EXIST. CONC. TOPPING SLAB OVER PLYWOOD SHEATHING 18 STOREFRONT SILL DETAIL 3 =1 -0 DOOR / RELITE TYPES 3' -0" SOLID CORE WOOD H DOOR (MATCH EXISTING .) I SPECIES AND FINISH) WOOD FRAME (MATCH EXISTING SPECIES AND FINISH) WOOD DOOR 1 & WOOD FRAME , i ; ; ., . ,;. PR. SOLID CORE , I I !(9 I ,,��. WOOD DOORS , ,, , , ; += `-- (MATCH EXISTING 1I , I •' ' "'! 0 SPECIES AND FINISH) II I,�It�, • j !I ' .!,y' \ k i r,l 1 >II • WOOD FRAME (MATCH EXISTING SPECIES AND FINISH) PAIR WOOD DOORS & WOOD FRAME 3' -0" "_1' -6" KB WOOD DOOR & WOOD FRAME W/ SIDELITE i 3 -4Y2" 3'-4) �. 3' -4Y2" 3' -4Y" , i' i TA3. j % /� 18, TA3. SUITE ENTRY DOOR W/ SIDELITE (WASHINGTON HARDWOODS DOOR & FRAME) SOLID CORE WOOD DOOR (MATCH EXISTING SPECIES AND FINISH) WOOD FRAME (MATCH EXISTING SPECIES AND FINISH) 1/4" TEMPERED GLASS SIDELITE WOOD DOOR W/ FULL GLASS RELITE (MATCH EXISTING SPECIES AND FINISH) 1/4" TEMPERED GLASS RELITE REVlSON N0:1 IZ RECEIVED MAR 24 2010 PERMIT CENTER CZ w CC w w CL c v J z 0 w J w 0 W F— z C!) w 0 o$ w J 0 w U U) 0 0 0 UJ W U 0 LO 4 KI LL W J J W 3 W U z Q J 325 -2553 Quo 0 N U N CO w w Ww • 0 w D 01 I • w v i w J 0 Q c sheet TA3.3 0 N o 0, al lo 0 O N N 0 c W .0 0 0 0 N y o 0 'o CZ w CC w w CL c v J z 0 w J w 0 W F— z C!) w 0 o$ w J 0 w U U) 0 0 0 UJ W U 0 LO 4 KI LL W J J W 3 W U z Q J 325 -2553 Quo 0 N U N CO w w Ww • 0 w D 01 I • w v i w J 0 Q c sheet TA3.3 13 518" 0 CV OPEN CABINET FOR HC ACCESS PLASTIC LAMINATE UPPER CABINET W/ 2 ADJUSTABLE SHELVES. ALL INTERIOR SURFACES TO BE FINISHED W/ WHITE MELAMINE 4" WIRE PULL TYP. GOOSE NECK FAUCET S.S. SINK CASEWORK SECTION INSTALL TEMPERATURE SHIELDING ON ALL EXPOSED PIPES 1" =1' -0" 13 5/8" 2' -1" PLASTIC LAMINATE UPPER CABINET W/ 2 ADJUSTABLE SHELVES. ALL INTERIOR SURFACES TO BE FINISHED W/ WHITE MELAMINE 4" WIRE PULL TYP. PLASTIC LAMINATE BACKSPLASH & COUNTERTOP 0 N xI CASEWORK SECTION DRAWER W/ WIRE PULL PLASTIC LAMINATE BASE CABINET W/ ADJUSTABLE SHELVE. ALL INTERIOR SURFACES TO BE FINISHED W/ WHITE MELAMINE BASE PER SCHEDULE 1" =1' -0" 2' -1 11 MICROWAVE BY TENANT PLASTIC LAMINATE MICROWAVE SHELF PLASTIC LAMINATE BACKSPLASH & COUNTERTOP 0 CV CASEWORK SECTION DRAWER W/ WIRE PULL PLASTIC LAMINATE BASE CABINET W/ ADJUSTABLE SHELVE. ALL INTERIOR SURFACES TO BE FINISHED W/ WHITE MELAMINE BASE PER SCHEDULE 1" =1' -0" REVIEWED FOR CODE COMPLIANCE APP fVED APR 15 2010 City of Tukwila BUILDING DR /ISt ni w 0 0 Lt_ 0 0 m 4" 4 OUTLINE OF LOBBY SKY BRIDGE ABOVE NEW WALL OFFSET 8" FROM FACE OF EXIST. LOBBY WALL w ci w C! w ' , . 1 1; 11 \', '1 1, 1 ,I'1 1;' i:l�li'II NEW SUITE ENTRY DOOR & RELITE NEW WALL W/ (2) LAYERS OF %" GWB & %" SQ. REVEALS SUITE ENTRY ELEV. NEW WOOD BASE TO MATCH EXIST. CASEWORK KEYNOTES NOTE 1. - 24" DEEP BASE PLASTIC LAMINATE CABINETS NOTE 2. - 12" DEEP UPPER PLASTIC LAMINATE CABINETS NOTE 3. - ACCESSIBLE SINK (NO BASE FOR WHEELCHAIR ACCESS) NOTE 4. - MICROWAVE SHELF NOTE 5. - MICROWAVE (BY TENANT) NOTE 6. - PLASTIC LAMINATE COUNTERTOP AND BACK SPLASH NOTE 7. - REFRIGERATOR (BY TENANT) NOTE 8. - FIRE EXTINGUISHER CABINET 1/4" =1' -0" BREAK ROOM 1/4" =1' -0" BEVSOM N0:1_ RECEIVED MAR 2 4 2010 PERMIT CENTER O _ O • ! ( ; 0 0) rn N 0 / ! i , ; .) \ • . ,J J PLAN REVIEW COMMENTS PERMIT SUBMITTAL .1, , �; ', � f i ,I I I 09 -234 job no. 1 -- -I— — 1 P. ENGERT checked iL=? (;,, ) 1 i<:t 1 1 i 1 1 ,- 1 I-- -,. ,- 1 1- ., A �1' 'l';�� r J BREAK ROOM 1/4" =1' -0" BEVSOM N0:1_ RECEIVED MAR 2 4 2010 PERMIT CENTER INTERIOR ELEVATIONS Tenant Improvement s- LANCE MUELLER Sc ASSOCIATES 2396 REGISTERED 31111. Zonar - / , LANCE ; ��' I ECT W Riverpoint Corporate Center TATE OF WASHINGTON ' A. rt c H 1 T E c T s A i A 18200 Cascade Ave South 130 LAKESIDE • SUITE 250 • SEATTLE, WA 98122 • (206) 325 -2553 Tukwila, Washin ton (I) W Q U 0 in W J J W 3 W U Z J 0 0) rn N 0 0 o N 0 4) l9 PLAN REVIEW COMMENTS PERMIT SUBMITTAL c 0 Q) d c 09 -234 job no. P. ENGERT drawn P. ENGERT checked 0 NN oco a INTERIOR ELEVATIONS Tenant Improvement s- LANCE MUELLER Sc ASSOCIATES 2396 REGISTERED 31111. Zonar - / , LANCE ; ��' I ECT W Riverpoint Corporate Center TATE OF WASHINGTON ' A. rt c H 1 T E c T s A i A 18200 Cascade Ave South 130 LAKESIDE • SUITE 250 • SEATTLE, WA 98122 • (206) 325 -2553 Tukwila, Washin ton (I) W Q U 0 in W J J W 3 W U Z J 22'-11" 22' -10" 22'-11" 22' -10" PARTIAL FOUNDATION PLAN I" = ,' -o" 22'-11" 22' -10" \--- REVIEWE CODECOM PAPPM tiR15 CityotT BUILDING 22'-11" 22' -10" PARTIAL 2ND FLOOR FRAMING PLAN i" = 1' -0" REVISION N01 10-%.0(41 g RECEIVED MAR 2 4 2010 PERMIT CENTER Tenant Improvement FRAMING PLAN 0 0 -J U- LM N 0 F- Q z 0 - J LW f 0 0 r� u, W J J W W 0 Z J (] N (n N w W Wtn I— Pi W U] I• W 0 U m w �y st LL Q sheet S1 0 O •ou qof 1000000-01 Q a4 C7 O Tenant Improvement FRAMING PLAN 0 0 -J U- LM N 0 F- Q z 0 - J LW f 0 0 r� u, W J J W W 0 Z J (] N (n N w W Wtn I— Pi W U] I• W 0 U m w �y st LL Q sheet S1 4' -6" C -2 2x4 TREATED R w/ j "o KWIK BOLT ® 32 "o.c. R' 111 111 11 1 III =III =III= n /> • SECTION 1i" PLYWOOD SIMPSON A34 0 EA. STUD DBL. 2x STAIR STRINGER 2x4 0 16 "o.c. G 1R° �p II III III II�III�III= A -2 i" = 1' -0" SECTION F -2 i" = 4" (E) 24" TJL (E) W24x68 SECTION 2x4 CONT. K -2 4" = 1' -0" 4' -6" 5' -0" SECTION - 2x4 0 16 "o.c. 1t" PLYWOOD 2x10 0 16 "o.c. %.„______i_,..--- i" WELD R (E) 24" TJL B -2 i" = 1' -0" CUT PLYWOOD HERE EXIST. 2x6 ® 16 "o.c. •)lo • I a'' PleTal 2' -0" a EXIST. TRUSS TO BE REMOVED SECTION NEW 2x4 0 16 "o.c. (E) W24x68 ' 3" SECTION (N) W16x26 WF L -2 i" = 1' -0" G -2 r. = 1' -0" EXIST. TRUSS TO REMAIN CUT FROM 2x12 1i" PLYWOOD DBL. 2x12 (ONE EA. SIDE) SECTION C -2 i" = 1' -0" 5' -0" SECTION /1 SECTION H -2 " = 1' -0" (E) 24" TJL 0 24 "o.c. (E) W24x68 D -2 i" = 1' -0" 2' -0" LEA (E) 24" TJL - (N) W16x26 4x6 TOP R w/ iNO BOLT 0 24 "o.c. SECTION E -2 i" _ 1' -0" IMEVICODE F ar COMPLIANCE APR 15 2010 EWED LBUIfba ING Mingo' nn► SECTION J -2 4" = 1' -0" REV1SON NOt (00 2x10 (E) 24" TJL 0 24 "o.c. rrECEIVED MAR 2 4 2010 PERMIT CENTER co FOUNDATION & FLOOR SECTIONS W 1- U r0 EtUJ 0] W J J W 3 W U Z J 325-2553 sheet S2 i / 0 1 10-0000001 job no. Egi P ci 4 D. KAEMINGK checked 01 -08 -2010 date co FOUNDATION & FLOOR SECTIONS W 1- U r0 EtUJ 0] W J J W 3 W U Z J 325-2553 sheet S2 i J o (t: -i CASCADE AVENUE SOU 11-7. l l /i +' / f y.. f 'a /` ? 1,..., 1 1t .r - f I 1r 1,-- ,..r •-' ,. r r: 4` ar'�',!r--Y.- ....w.�.. w....r .. M� , w... .1 f it 1-,X,4,07 ...4. f15 -'_'1 ..-.__Y Yw1.01 n ..,,: s" J `'a ' 1- -`I-1"-Y : 1...,_..�...- ::;- d * ' ? • " ""- irat RiNl:- i `' 1�`�'!� 1-. 'f •S ■t )Y 1 t1 _ -�.- r' L.J� -;,M1 i I >It BUIL.DING '{.- i,� .y 1 -Y e �` 4't j' .._ L�'24,T i - i• t �A .. � A[f'afRYl PAC/•AAG AL1� arwrru ,.J - � t t..% � I' lc I , +f: BUILDING 2 18200 CASCADE AVE. SOUTH t S I. 1 l ET-- 7 fjf/ !� t'. t•' • i ! .1" •`'i /, . e e i11R !n -.: -1 . f / I a, - ; f j y+ 7 a f - ".tip -• ...Ir ,, 1 I It t ' Iry f t ° } � . J J S , .,,r-z-1.--::;-.::-'ll ,!-:77:1-7-:1/1 11.::::',.'.:'...,1'. ......._....-----__-...:-_---.7-1-_-: •,:r., a _? ..,--,:l':::-?-.1:::', ....K_...............,...... , ..., ,...........„..„.... ,... s'.....:1"..:,....1: , r Y: d "• 1 1 - -._ ?._j .: -�_..a :': .. - -. K r {: .....„ '-- t. t l tI t' .. :r ;t ti '. . jC •' L -.-f T • 11 1 `k• ":jp r 4ri. ;ti, N tl`.L34:T' :fk: i..!„1C':f: •,itj: r:}, ,,,,q{,:l,1: izi, ; 0.4.1t1:li ,� .. ' ... . 1- .t, . 1 5i ,) . '.,.'..... I. .:.,........,...1 .._. _ . I �t,_.. - _ 6-._1 i s.....: -,L ;,, L.1. a. L ` . ''f - .,.,- J .V. 1•N .+{ �.,.....r..r•..w..••••∎••. +A•••••• •....r...- •..ww.....w.«+.,.•• ter.. WEST VALLEY 'c i!tal6W; "YY • l) SITE PLAN / NO SCALE ABBREVIATIONS t • tai • i t .• ADJ ALT AFF ALUM L ANOD. ACT BLDG. BLK'G. BM B/S CAB CIRC CLR CLG CL COL CONC CONST CONT COORD CPT CT DET DIA DIM DN DR DWG EA EL ELEC ELEV EN EQ EXIST FE FF FIN FLR FLUOR FOIC ADJUSTABLE / ADJACENT ALTERNATE ABOVE FINISH FLOOR ALUMINUM ANGLE ANODIZED ACOUSTICAL CEILING TILE AT BUILDING BLOCKING BEAM BUILDING STANDARD CABINET CIRCULATION CLEAR OR CLEARANCE CEILING CENTERLINE COLUMN CONCRETE CONSTRUCTION CONTINUOUS COORDINATE CARPET CERAMIC TILE DETAIL DIAMETER DIMENSION DOWN DOOR DRAWING EACH ELEVATION ELECTRIC ELEVATION OR ELEVATOR ENAMEL EQUAL EXISTING FIRE EXTINGUISHER FACTORY FINISH FINISH FLOOR FLUORESCENT FURNISHED BY OWNER INSTALLED BY CONTRACTOR FT FTIC FURN GA GALV GL GWB HDW HM HGT HVAC IN INCAD INCL INSUL INSTL JAN JB JST JT KIT LF LTG MAIL MAX MECH MED MEZZ MFR MISC MTD MTL N/A NIC NO NOM NTS FOOT / FEET FURNISHED BY TENANT INSTALLED BY CONTRACTOR FURNISH / FURNISHINGS GAUGE GALVANIZED GLASS / GLAZING GYPSUM WALL BOARD HARDWARE HOLLOW METAL HEIGHT HEATING VENTILATING AIR CONDITIONING INCH INCANDESCENT INCLUDE INSULATION INSTALLATION JANITOR JUNCTION BOX JOIST JOINT KITCHEN LINEAL FOOT LIGHTING MATERIAL MAXIMUM MECHANICAL MEDIUM MEZZANINE MANUFACTURER MISCELLANEOUS MOUNTED METAL NOT APPLICABLE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OC OPN'G OPP PERP PL PLYWD PNL PR PROP PT R RB RFGR REINF REQ'D REV RM RO Sc SECT SHT SIM SM SQ STD SUSP TELE TEMP THERMO TYP VAR VCT VEN VERT VWC W/ W/O WC WD ON CENTER OPENING OPPOSITE PERPENDICULAR PLATE OR PLASTIC LAMINATE PLYWOOD PANEL PAIR PROPERTY PAINT RADIUS RESILIENT BASE REFRIGERATOR REINFORCEMENT REQUIRED REVERSE ROOM ROUGH OPENING SOLID CORE SECTION SHEET SIMILAR SHEET METAL SQUARE STANDARD SUSPENDED TELEPHONE TEMPERED THERMOSTAT TYPICAL VARIES VINYL COMPOSITION TILE VENEER VERTICAL VINYL WALL COVERING WITH WITHOUT WALL COVERING WOOD w 0 GENERAL NOTES AREA OF WORK THIS PERMIT FIRST FLOOR SEPARATE PERMIT REQUIRED FOR; 6Eichanical Electdcal I'Pi"umbing aas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and my include additional plan review fees. 1, VICINITY PLAN NO SCALE FILE COPY Permit No. bib- 01 A Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Co • + • d cond.! • • = is acknowledged: By Date: City Of lbkwila BUILDING DIVISION 1. REFER TO BASIC BUILDING SHELL SPECIFICATIONS AND STANDARDS FOR EXISTING SHELL CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. 2. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH THE CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. 3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY OR REASONABLY INFERABLE AS BEING NECESSARY FOR THE EXECUTION OF THE WORK. BY SUBMITTING A PROPOSAL, THE CONTRACTOR REPRESENTS THAT THROUGH EXAMINATION OF THE SITE AND ALL EXISTING CONDITIONS AND LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT DOCUMENTS HAVE BEEN EXAMINED IN COMPLETE DETAIL, AND THAT IT IS DETERMINED BEYOND DOUBT THAT THE DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT, ADEQUATE AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS TO THE WORK ARE NECESSARY FOR THE PURPOSES OF FABRICATION AND INSTALLATION OF ITEMS, OR RESOLUTIONS OF CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE SUCH MINOR ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. 4. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTIONS OF MECHANICAL AND ELECTRICAL SERVICES. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. 6. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS ANY CHANGE TO SAME SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR REVIEW AND APPROVAL. 7. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGE AND PATTERN PRIOR TO INSTALLATION FOR ARCHITECTS APPROVAL. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION. 8. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE DRAWINGS. 9. CONTRACTOR SHALL PROVIDE 16 GAUGE SHEET METAL BACKING IN PARTITIONS FOR ALL WALL MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 10. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. D OTHERWISE. 11. EXISTING WORK DAMAGED AS A RESULT OF WORK UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECTS APPROVAL, AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIAL REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 12. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICE DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. 13. INSTALLATIONS OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS, OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. 14. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARD OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT FOUR (4) COPIES OF COMPLETE BACK -UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. 15. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS. 16. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC. WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY OTHERS. 17. CONTRACTOR IS TO PROVIDE DRAWINGS FOR ARCHITECTS & TENANT APPROVAL SHOWING LOCATIONS OF ALL HVAC THERMOSTATS, GRILLES, AND DIFFUSERS, FIRE AND SMOKE DETECTION DEVICES INCLUDING SPRINKLERS, FIRE EXTINGUISHERS AND HOSE CABINETS ETC. 18. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY ARCHITECT & TENANT. 19. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 10 " -0 ". THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. 20. FLOOR FINISH TRANSITIONS SHALL OCCUR UNDER DOORS, UNLESS SHOWN OR NOTED OTHERWISE. tenant improvement Zonar Corporation 18200 Cascade Avenue South Tukwila,WA PROJECT NOTES TAX LOT NUMBER: 7888900170 LEGAL DESCRIPTION: SOUTHCENTER SOUTH INDUSTRIAL PARK LOTS 15 & 17 BEGINNING SW CORNER LOT 17 THEN S 78° 36' 10" E 80 FEET THEN ALONG CURVE TO RIGHT CENTER BEARING N 11° 23' 50" E ALONG A LINE 30 FEET E OF & PLW W/ LINE LOT 17 DISTANCE OF 357 FEET TO TPOB THE CONTG N 11d 23' 50" E ALONG SAID LINE RADIUS 50' ARC DISTANCE 78.54 FEET THRU C/A OF 90° 00'00" THEN N 11° 23' 50" E ALONG SAID LINE 291.25 FEET THEN ALONG CURVE TO LEFT RADIUS 110 FEET THRU C/A OF 62D 57' 52" ARC DISTANCE OF 120.83 FEET THEN N 11° 23' 50" E ALONG A LINE 30 FEET W OF & PLT W LINE OF LOT 17 147.375 FEET TO THE TOP OF RIGHT BANK OF GREEN RIVER THEN ALIGN SAID TOP OF RIGHT BANK OF GREEN RIVER TO THE FOLLOWING COURSES AND DISTANCES S 44° 29' 00" E 96.32 FEET S 59° 43' 00" E 98.00 FEET S 72° 17' 00" E 101.00 FEET S 82° 08' 00 "E 100.00 FEET N 78° 54' 00 "E 99.00 FEET N 68° 34' 00" E 99 FEET N 73° 00' 33" E 97.69 FEET M/U TO W/ MARGIN OF SECONDARY STATE HIGHWAY 2M THEN LEAVING SAID TOP OF RIGHT BANK OF GREEN RIVER ALONG SAID W. MARGIN ON A CURVE TO RIGHT OF THE CENTER BEARING N 47° 33' 20" W RADIUS OF 543.14 FEET ARC DISTANCE 87.08 FEET THRU C/A OF 90° 11' 11" THEN S 51° 37' 10" W 131.40 FEET THEN ALONG CURVE TO LEFT ON SAID W. MARGIN RADIUS OF 603.14 FEET ARC DISTANCE OF 423.53 FEET THRU C/A OF 40° 14' 10" THEN S 11° 23' 50" W 23.32 FEET THEN N 78° 36' 10" W 295.00 FEET TO TPOB - AKA PHASE II OF CORPORATE PROPERTY INVESTORS BINDING SITE IMPROVEMENTS PLAT RECORDING NO. 810421010455 & CITY OF TUKWILA BOUNDARY LINE. ZONE: SITE AREA: CONSTRUCTION TYPE: BUILDING AREA: NORTH BUILDING NO. STORIES SOUTH BUILDING NO. STORIES PARKING REQUIRED: PARKING PROVIDED: CODES USED: TENANT AREA: OCCUPANCY: OCCUPANT LOAD: TENANT: SCOPE OF WORK: C / CU 6.58 ACRES V -B FIRE SPRINKLERED 53,625 2 53,625 2 278 STALLS 414 STALLS 2006 INTERNATIONAL BUILDING CODE 2006 INTERNATIONAL FIRE CODE 2006 WASHINGTON STATE ENERGY CODE 2006 WASHINGTON STATE BUILDING CODE 2006 PLUMBING CODE 2006 MECHANICAL CODE 2003 ANSI A117.1 ACCESSIBLE AND USEABLE BUILDINGS AND FACILITIES 12,120 USEABLE SQ. FT. (FIRST FLOOR) B - OFFICE 100 SQ. FT: /OCCP. 12,120/100 = 121 OCCUPANTS ZONAR CORPORATION INTERIOR TENANT IMPROVEMENT ON THE FIRST FLOOR OF APPROXIMATELY 4,727 SQ. FT. THE WORK CONSISTS OF BUILDING NEW WALLS, DOORS AND OTHER ARCHITECTURAL FEATURES. THE SPACE CURRENTLY HAS A COMPETE SUSPENDED ACOUSTICAL TILE CEILING AND LIGHTING SYSTEM. A PORTION OF EXISTING LIGHT FIXTURES WILL BE RELOCATED AND SOME NEW FIXTURES WILL BE ADDED. A NEW HALLWAY WILL BE CONSTRUCTED TO ALLOW ACCESS TO THIS TENANT SPACE AND FUTURE TENANT SPACES. BUILDING REPRESENTATIVE: ARCHITECT: GENERAL CONTRACTOR: O'KEEFE DEVELOPMENT COMPANY 1100 OLIVE WAY, SUITE 400 SEATTLE, WA 98101 T. (206) 236 -6200 F. (206) 236 -6160 CONTACT: HARPUR DAVIDSON EMAIL: harpur @okeefedevelopment.com LANCE MUELLER & ASSOCIATES 130 LAKESIDE AVE SEATTLE, WA 98122 T. (206) 325 -2553 F. (206) 328 -0554 CONTACT: PAUL ENGERT EMAIL: pengert @Imueller.com SMAJIC CONSTRUCTION, LLC 12219 SE 65th STREET BELLEVUE, WA 98006 T. (206) 419 -8090 F. (425) 378 -2593 CONTACT: ADI SMAJIC EMAIL: smajic@msn.com DEFERRED SUBMITTALS 1. PLUMBING WORK UNDER SEPARATE PERMIT 2. MECHANICAL WORK UNDER SEPARATE PERMIT 3. FIRE SPRINKLER WORK UNDER SEPARATE PERMIT INDEX OF DRAWINGS NO TA1.1 COVER SHEET / SITE PLAN TA2.1 1/16" OVERALL BUILDING PLANS TA2.2 1/8" FIRST & SECOND DEMOLITION PLANS TA2.3 1 /8" FIRST & SECOND FLOOR PLANS TA2.4 1/8" FIRST REFLECTED CEILING PLAN TA3.1 WALL SECTIONS / DETAILS / CEILING DETAILS TA3.2 STAIR PLANS / SECTIONS / DETAILS TA3.3 DOOR SCHEDULE & TYPES / INTERIOR ELEVATIONS S1 PARTIAL FOUNDATION PLAN & 2ND FLOOR FRAMING PLAN S2 FOUNDATION & FLOOR SECTIONS REVIEWED FOR CODE COMPLIANCE APPNIVEM FEB 0 3 2D1D C r M. !/'�,4 City of Tukwila BUILDIIM nnl'isinri RECEIVED JAN ,2,,'2010 PERMIT CENTEF Tenant Improvement s. V U s 0 v 0 Q U o U Cn 0 CD c L V > oN0 1 W 206) 325 -2553 • MON I W 0 D ❑ w J Q sheet TA1.1 0 • c v PERMIT SUBMITTAL C 0 .y E 0 C N d C 0 0 P. ENGERT drawn P. ENGERT checked 0 0 v Tenant Improvement s. V U s 0 v 0 Q U o U Cn 0 CD c L V > oN0 1 W 206) 325 -2553 • MON I W 0 D ❑ w J Q sheet TA1.1 ELEV. N r J. 1-71 +-* P000, OL 1:0000 L " T Lj""T"''''/H"" `C)-- Or r r I t- • 27-17 A 27-1• 27-10' 17 — -0' 27.1r 22-17 -....- .f 27.0' . MO • 2747 4■1 22.0 270 220 " 27.0" .1■1-■-■••••111.-111=-Ii-M-41=1-■-■ 40. .11=-11H.•■••-■-■ •IMS-IMI-1■-•■• OW ... ■,----, r J. 1-71 +-* P000, OL 1:0000 L " T Lj""T"''''/H"" `C)-- Or r r I t- • 27-17 A 27-1• 27-10' 27-10' 27-10' 27.1r 22-17 A c) 6 Q c) 10V-0* 4■1 ...a.•••-1•10,1•10-1•10-■--■-=- ■-.1•MMM 12EL-■■■--k■ .10 .1■1-■-■••••111.-111=-Ii-M-41=1-■-■ 40. .11=-11H.•■••-■-■ •IMS-IMI-1■-•■• OW ... () r, FLOOR-2 OVERALL PLAN 1/16" = AREA OF WORK THIS PERMIT CONF. 27.0' DEC. • (.114) TiLL: FE ",(1"4 0 c)31,2-....c.) 44 (ill; . 27.0' orc OFC. WAITING (910 QIQQQQ (-17);c1"1.1 - - — STORAGE LOMA ELEV. MACH. 27.0' OFC. CD OFC. SERV. TE-1) 178.0' 27.0' ® • 27.0' 27.0' • 3_1 0743.1. 11 • K.% • • WOVEN SHOWER 0 0 SHOWER LOBBY EMT. OFC. ENGG. OF ENGO. OFC. STORAGE PACKAGING . 27-11' 27-1Ce 22'.1Ir 27-10' 22-10' 27-10 27-11' c) 6 Q c) n•-■...........A■-■-•■•-■-mm-.......-■-■■■■-••••-■ 4■1 ...a.•••-1•10,1•10-1•10-■--■-=- ■-.1•MMM 12EL-■■■--k■ .10 .1■1-■-■••••111.-111=-Ii-M-41=1-■-■ 40. .11=-11H.•■••-■-■ •IMS-IMI-1■-•■• OW ■,----, . .... -... A ci c4 c ch .c1 C3 c) 2 6 FfINESS CENTER • CORRIDOR SECURE STORAGE • () LEASE SPACE • 274• ryFLOOR-1 OVERALL PLAN 1 /1 6" = V-0" R REVIEWED FOR CODE COMPLIANCE A PPM silVED FEB 0 3 2010 City of Tukwila BUILDING niincinm RECEIVED JAN 2;(k Z010 PERMIT GENTEi 7*Ilk 8.40 Luc, GA LOOR -1 & 2 OVERALL PLANS 'Li; Ln — Ln sheet TA2.1 c) 6 Q c) PERMIT SUBMITTAL revision A ci c4 c ch .c1 C3 c) P. ENGERT drawn P. ENGERT checked 7*Ilk 8.40 Luc, GA LOOR -1 & 2 OVERALL PLANS 'Li; Ln — Ln sheet TA2.1 r-1 DI 22-11" 22' -10" FLOOR -2 DEMO. PLAN \ % 118" =1 " -0" (3 ( c; t 1 - 1 - 1 L_L 1 L 1 L 1 L 1 r� LJ _=- r� LJ E r -1 LJ r- LJ 22' -10" LOBBY r� LJ r� LJ r -1 LJ 22' -10" r� LJ r. LJ I IL Ir �J. 1 filet U 1 i1 22' -10' I ,11 11 11 11 11 11 11 11 /� I it 0 - Y/ �1 • 22' -11" 160 " -0' DEMOLITION SYMBOLS & LEGEND (3, FLOOR -1 DEMO. PLAN \ 118" = EXISTING WALL TO BE REMOVED ` EXISTING WALL TO REMAIN EXIST. 2' x 4' FLUORESCENT LIGHT FIXTURE TO BE REMOVED /RELOCATED EXISTING 2' X 4' SUSPENDED ACOUSTICAL TILE CEILING AND GRID SYSTEM TO BE REMOVED EXISTING 2 x 4' BLDG. STD FLUORSCENT LIGHT FIXTURE TO REMAIN FLOOR / CEILING DEMO. KEYNOTES O 1. DASHED LINE TYPE INDICATES WALLS, DOORS, ETC. TO BE REMOVED. 2. EXISTING 2 x 4 FLUORESCENT LIGHT FIXTURED TO BE REMOVED 1 RELOCATED. STORE ALL UNUSED FIXTURES AS DIRECTED BY BUILDING MANAGER, 3. EXIST. CEILING GRID TO BE REMOVED FOR NEW STAIRWAY TO SECOND FLOOR. RE CODE COMPLIANCE VIEWED FOR FEB 0 3 2010. APPRINED City of Tukwila BUILDING DR/101'" 4 L Q) 0 O 0 CO 0 0 < v 'o to co tl) o > ado RECEIVED JAN 2' 2010 PERMIT GENTEI i IT SUBMITTAL a Z 11111111 3ERT P. ENGERT checked 0 2 0 cp a r� LJ r� LJ r -1 LJ 22' -10" r� LJ r. LJ I IL Ir �J. 1 filet U 1 i1 22' -10' I ,11 11 11 11 11 11 11 11 /� I it 0 - Y/ �1 • 22' -11" 160 " -0' DEMOLITION SYMBOLS & LEGEND (3, FLOOR -1 DEMO. PLAN \ 118" = EXISTING WALL TO BE REMOVED ` EXISTING WALL TO REMAIN EXIST. 2' x 4' FLUORESCENT LIGHT FIXTURE TO BE REMOVED /RELOCATED EXISTING 2' X 4' SUSPENDED ACOUSTICAL TILE CEILING AND GRID SYSTEM TO BE REMOVED EXISTING 2 x 4' BLDG. STD FLUORSCENT LIGHT FIXTURE TO REMAIN FLOOR / CEILING DEMO. KEYNOTES O 1. DASHED LINE TYPE INDICATES WALLS, DOORS, ETC. TO BE REMOVED. 2. EXISTING 2 x 4 FLUORESCENT LIGHT FIXTURED TO BE REMOVED 1 RELOCATED. STORE ALL UNUSED FIXTURES AS DIRECTED BY BUILDING MANAGER, 3. EXIST. CEILING GRID TO BE REMOVED FOR NEW STAIRWAY TO SECOND FLOOR. RE CODE COMPLIANCE VIEWED FOR FEB 0 3 2010. APPRINED City of Tukwila BUILDING DR/101'" 4 L Q) 0 O 0 CO 0 0 < v 'o to co tl) o > ado RECEIVED JAN 2' 2010 PERMIT GENTEI EXIST. .111•••• FFICE TO EXIST. OFFICE TO REMA NEW HANDRAIL SYSTEM NEW STAIR AND FLOOR OPENING REMOVE EXIST. CASEWORK & PLUMBING DN 22'-11" 22'-10" r) FLOOR-2 FLOOR PLAN 1/8".v.o. 82: 101-0° 10'-0" 11=••• 101-0" 9'-11" 14'-1" 91-11" " , \ 1 ■ / PRODUCT DISPLAY (131) (I) I'L-1 11 `1=721 I - CLIENT AREA (130) o Er) 731 r — — I L 00 \ sc. ! I ENG'G. OFC. (140) ENG'G. OFC. (121) — r — It Ai _ STORAGE ( 1 2 2 ) 171-1" <11 ENG'G. OFC. STORAGE ( 1 2 3 ) 1V-1" ENG'G. LAB (120) C 120 51-3" ALIGN W/ WALL ABOVE (I) NE MO. Atak ENG'G. OFC. (142) ENG'G. OFC. (143) 3g= <I ENG'G. OFC. (144) 111 411 ENG'G. OFC. ( 146) 411 ENG1G. OFC. ( 1 4 7 ) 1 rF. ii II II II 7. 11 '0 ij II 11 IF- ---{ II 1 I T 11. 411 rF T— 9-1 rt- II I I II 11 6. l I :1 U U 1 I / —H I,— — --f /N. I i I /7 rF T 1 11 1 I 1 ■ e.-`- B. 11 • 1 1 „ H11 , ) • • u ENG'G. u 1 .- --Hu- - -r l SUPPORT j9-•,- - H \‘z\--e" I i II i lz.._,,,/ (145) •..N.s.,._. 1 i 1 II 1 I I I I !i I 11 I 12 47' 11 4. 1 1 1 2. I 1 ! EXIST. OFC. PACKAGING (111) EXIST. OFC. ( 115) EXIST. OFC. (114) EXIST. OFC. 6'-3" LOBBY CANTED WALL PILASTER W/ HORIZ. WALL REVEALS 51-11" 3'-0" t EXIST. RECEPTION / (101) FILES ( 107) CO fr-10" 3114)“ LOBBY -r ELEC. ROOM (102) HALL (104) 102 FE 0 Lt ,•7 ./ • • ' ) BREAK ROOM (103) 18LO" / 6'-0" +44" (tV qi) Or, (7:11 CONFERENCE - (--11 (106) it--1-1 IL Ji t )111 Juf JI,L 221-4" IT ROOM (105) STORAGE ,@c 1V-10" (104) • OFC. (112) PARTS INVENTORY 22'-11" 22'-10" 22'-10" 27-10" 22'-10" 22'-10" 22'-11" a Q O 160'-0" PERMIT SUBMITTAL ARCHITECTURAL SYMBOLS & LEGEND 11:111011111=1111=1111121011 EXISTING WALL TO REMAIN NEW WALL PER PLAN NEW WALL W/ SOUND INSULATION PER PLAN NEW PARTIAL HEIGHT WALL DOOR NUMBER EX. = EXIST DOOR TO REMAIN ELEVATION LETTER ELEVATION NUMBER INTERIOR ELEVATION SYMBOL SHEET NUMBER OFC. ( 105) MO I FE FE I ROOM NAME & NUMBER WALL TYPE REFERENCE DETAIL NUMBER DETAIL REFERENCE SHEET NUMBER DETAIL NUMBER SECTION REFERENCE SHEET NUMBER SEMI-RECESSED FIRE EXTINGUISHER CABINET SURFACE MOUNTED FIRE EXTINGUISHER COMMON PATH OF TRAVEL - 100' MAX. MEANS OF EGRESS 5 ELECTRICAL SYMBOLS & LEGEND ELECTRICAL OUTLETS, LIGHTING AND SWITCHING SHOWN FOR GENERAL DESIGN INTENT. ELECTRICAL CONTRACTOR TO CONFIRM ELECTRICAL REQUIREMENTS WITH TENANT PRIOR TO ANY WORK. A 6IMER a -r DUPLEX ELECTRICAL OUTLET 110V DEDICATED DUPLEX ELECTRICAL OUTLET 110V FOURPLEX ELECTRICAL OUTLET 110V DEDICATED FOURPLEX ELECTRICAL OUTLET 110V TELEPHONEDATA OUTLET ELECTRICAL OUTLET W/ TIMER FLUSH FLOOR ELEC. / DATA BOX ELECTRICAL JUNCTION BOX SYSTEM FURNITURE POWER POLE LOCATION (CONFIRM W/ FURNITURE VENDOR) SYSTEM FURNITURE BASE POWER FEED (CONFIRM W/ FURNITURE VENDOR) r) FLOOR-1 FLOOR PLAN 1/8" = V-0" FLOOR PLAN KEYNOTES ( 8 ) 1. RECEPTION DESK IS SHOWN AS A PLANNING SUGGESTION ONLY. DESK TO BE FURNISHED AND INSTALLED BY TENANT. 2. FURNITURE IS SHOWN AS A PLANNING SUGGESTION ONLY AND FINAL LAYOUT AND COORDINATION OF ELECTRICAL REQUIREMENTS IS THE RESPONSIBILITY OF THE TENANT. 3. SEE STRUCT. DRAWINGS FOR WALL CONSTRUCTION. 4. SEE STRUCT. DRAWINGS FOR NEW FLOOR OPENING. 5. INFILL DOOR OPENING WITH FLUSH WALL CONSTRUCTION. 6. CUT PILE CARPET 7. 18" DIA. PVC COLUMN --REVIEWED FOR CODE COMPLIANCE APPROVED FEB 03 2010 City of Tukwila BUILDING nIVISION RECEIVED JAN, 291010 PEHMIT GENTEI- cO Is- • -4ft FLOOR PLAN th MM. 325-2553 INN/ sheet TA2.3 a Q O -0 PERMIT SUBMITTAL .5 A d CNI .th .0 c) 0 .__, P. ENGERT drawn P. ENGERT checked F.2 'a cO Is- • -4ft FLOOR PLAN th MM. 325-2553 INN/ sheet TA2.3 1"ft1 C) N 0 0 N 0 . H, ELEV. N. ❑ I PLAN REVIEW COMMENTS PERMIT SUBMITTAL . C 0 . , • N. MEN ,, P. ENGERT drawn P. ENGERT checked mimill01/20/10 date u EXIT 0 , ==== LOBBY ' 1 1 � m C} 0 LOBBY x =' I. 1 ■ re,: == I - — J � :. ry ELEC RdOM •a " H 1 T.Ir1 s7.L► OF • " PT ON (102 � • PAT RODUCT OMMON PA 111_k_, .. RCOM , —r 1 - .4 - - _ — — — —_ — _— - —_ I IXIT 1 I — c • CLIE ®N— ',,,.... HAIL �� —.ill �n ( COMMON PATH w' 10� EL ® AREA (130- n/� — - -- — • �� il. �_° - -- -� 1 1 1CONFERECE 1 I 1 A 1 1 1 n •L;-1 ® •� R ' C! ni 41 i i i i 1 RI Plill Ei1t COMVIO� PATH OF TR+VEL76 A i 16._ 0 ATI- • I illir4 . j.G. AB , -' •IIIII VC it .T0.y , � i i... i!'5" EC 0 VE�i 1 116 IIII__,1I Iti , _ e• , OF 11 � UP dam'` j'p - - �i► !_, 4LJIIP CEILING / LIGHTING SYMBOLS -0- 6" DIA. RECESSED METAL HALIDE LIGHT FIXTURE - 75W EXIT EXIT • RECESSED COMPACT FLUORESCENT LIGHT FIXTURE TO MATCH BUILDING STANDARD 8' PENDENT STYLE FLUORESCENT LIGHT FIXTURE (TO BE SELECTED) LIGHTED EXIT SIGN (CM = CEILING MOUNT WM = WALL MOUNT) DIRECTIONAL LIGHTED EXIT SIGN (CM = CEILING MOUNT WM = WALL MOUNT) HEIGHT CEILING HEIGHT AND TYPE SYMBOL CEILING TYPE CEILING / LIGHTING SYMBOLS EXIST. 2' X 4' SUSPENDED ACOUSTICAL TILE CEILING AND GRID SYSTEM TO REMAIN NEW 2' X 4' SUSPENDED ACOUSTICAL TILE CEILING AND GRID SYSTEM (MATCH EXIST SYSTEM) NEW GWB CEILING TO REMAIN EXISTING 2' x 4' BLDG. STD FLUORSCENT LIGHT FIXTURE TO REMAIN NEW OR RELOCATED 2' x 4' BLDG. STD FLUORSCENT LIGHT FIXTURE 6" DIA. RECESSED COMPACT FLUORESCENT WALLWASHER LIGHT FIXTURE - 32W 6" DIA. RECESSED COMPACT FLUORESCENT LIGHT FIXTURE - 32W i\ FLOOR -1 CEILING PLAN 1/8" =1' -0" GENERAL NOTES T 1. ELECTRICAL CONTRACTOR SHALL INSTALL EMERGENCY EGRESS LIGHTING WITHIN TENANT SPACE TO PROVIDE A MINIMUM OF 1 FOOTCANDLE AT THE WALKING SURFACE. THIS IS IN ACCORDANCE WITH IBC SECTION 1006. ELECTRICAL CONTRACTOR SHALL MEASURE LIGHTING LEVELS ALONG THE COMMON PATH OF EGRESS TO MAINTAIN THE 1 FOOTCANDLE MINIMUM LEVEL TO THE EXIT DISCHARGE. THE EMERGENCY LIGHTING SHALL BE INSTALLED ALONG THE "MEANS OF EGRESS" AS DEFINED ON THE CEILING PLAN. 2. SUSPENDED CEILING SYSTEM IS EXISTING THROUGHOUT THE SPACE. SEE SHEET TA3.1 FOR NOTES REGARDING ANY CHANGES OR ADDITIONS TO SYSTEM. KEYNOTES 1. REVIEWED FOR 2. CODE COMPLIANCE FEB 0 3 2010 City ©o Tuigrila BUILDING DIVISION NEW 6" DIA RECESSED 75W METAL HALIDE LIGHT FIXTURES INSTALLED AT SECOND FLOOR CEILING. INCOMPLETE bioo RECEnif' JAN 29 2010 PEW CENTER z LAO 1• C E: 2 E i a U CD S cn 1 > 0 < U E . Q- L CD O ▪ CV • z J 0 Z_ J W U NI- ce O O J C17 sheet TA2.4 C) N 0 0 N 0 PLAN REVIEW COMMENTS PERMIT SUBMITTAL . C 0 N. O C N C O 0 P. ENGERT drawn P. ENGERT checked mimill01/20/10 date LAO 1• C E: 2 E i a U CD S cn 1 > 0 < U E . Q- L CD O ▪ CV • z J 0 Z_ J W U NI- ce O O J C17 sheet TA2.4 IF HANGER WIRE IS OUT OF PLUMB GREATER THAN 1:6 COUNTER SPLAY PER ASTM C636 WALL WHICH PENETRATES CEILING GRID WALL EDGE MOLDING T� I MIN. 314" @ UN- ATTACHED WALLS MIN. 2" EDGE BRACING CEILING SEISMIC BRACING NO SCALE #12 PERIMETER HANGER WIRE ANCHORED TO STRUCTURE ABOVE @ EACH MAIN BEAM OR CROSS TEE STABILIZER BAR SYSTEM TO KEEP PERIMETER COMPONENTS FROM SPREADING APART @ UNATTACHED WALLS ONLY TIGHT LOOP THROUGH HANGER HOLE & THREE TIGHT TURNS WITHIN 3" TOP TO BOTTOM) PER ASTM C636 MAIN BEAM OR CROSS TEE CEILING GRID #12 HANGER WIRE ANCHORED TO — STRUCTURE ABOVE MAIN BEAM SEISMIC JOINT CLIP EXPANSION SLEEVE CEILING EXPANSION JOINT WALL EDGE MOLDING CROSS TEE PER ASTM C635 STABILIZER BAR SYSTEM TO KEEP PERIMETER COMPONENTS FROM SPREADING APART @ UNATTACHED WALLS ONLY EDGE BRACING ISOMETRIC STEEL STUD COMPRESSION POST ONLY IF REQUIRED BY AUTHORITY HAVING JURISDICTION #12 HANGER WIRE TYP. TIGHT LOOP THROUGH HANGER HOLE & THREE TIGHT TURNS WITHIN 3" ( TOP TO BOTTOM) CROSS TEE PER ASTM C635 MAIN CEILING BEAM PER ASTM C635 CEILING GRID SEISMIC BRACING SUSPENDED CEILING ARE TO COMPLY WITH THE FOLLOWING CODES AND REGULATIONS: A. 2006 INTERNATIONAL BUILDING CODE (IBC) SECTION 803.9 B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) C635 AND ASTM C636 (REFERENCED IN IN 803.9). C. ASCE (AMERICAN SOCIETY OF CIVIL ENGINEERS) 7 SECTION 9.6.2.6 D. CISCA (CEILING & INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION) RECOMMENDATIONS FOR SEISMIC ZONES 3-4 REFERENCED IN ASCE - 7 SECTION 9.6.2.6.2.2 E. IBC 102.1 STATES' WHERE IN ANY SPECIFIC CASE, DIFFERENT SECTIONS OF THIS CODE SPECIFY DIFFERENT MATERIALS, = METHODS OF CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL BE APPLICABLE ". F. PARTIAL LISTING OF REQUIREMENTS FOR SUSPENDED CEILINGS: • ONLY A HEAVY DUTY T -BAR GRID SYSTEM SHALL BE USED. ASTM - 7 SECTION 9.6.2.6.2.ITEM A. • WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE (WALL ANGLE ) SHALL BE NOT LESS THAN 2 INCHES. ASTM - 7 SECTION 9.6.2.6.2.2 ITEM B. • ON TWO ADJACENT SIDES, THE GRID SHALL BE ATTACHED TO THE WALL ANGLE. POP RIVETS ARE ACCEPTABLE. ON THE OTHER TWO SIDES, THERE SHALL BE A%" INCH CLEARANCE BETWEEN THE ENDS OF THE GRID AND THE WALL. ASTM -7 SECTION 9.6.2.6.2.2 ITEM B. • STABILIZER BARS ARE REQUIRED TO PREVENT THE SPREAD OF MAIN BEAMS AND OR CROSS TEES. CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, SEISMIC ZONES 3 & 4, MAY 2004, INSTALLATION SECTION, ITEM 4. • PERIMETER SUPPORT (TAIL) WIRES ARE REQUIRED WITHIN EIGHT INCHES OF THE WALL FOR ALL EDGES . CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, SEISMIC ZONES 3 & 4, MAY 2004, INSTALLATION SECTION, ITEM 4. • VERTICAL HANGERS SHALL BE NO. 12 GAGE WIRE SPACED AT 4' -0" ON CENTER OR NO. 10 GAGE WIRE SPACED AT 5' -0" ON CENTER ALONG EACH MAIN RUNNER. THREE WIRE TURNS REQUIRED WITHIN 1:6 OUT -OF -PLUMB UNLESS COUNTER - SLOPING WIRES ARE PROVIDED. • LATERAL BRACING IS REQUIRED. SPLAY WIRES PODS AT 12" MAX. O.C. AND 6' -0" MAX. FROM WALLS. INSTALL TRULY COMPRESSIBLE (E.G. SPRING LOADED) STRUTS OR NO STRUTS AT ALL. RIGID STRUTS ARE NOT ALLOWED. CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, SEISMIC ZONES 3 & 4, MAY 2004, INSTALLATION SECTION, ITEM 3 AND CITY OF KENT POLICY. • CEILINGS OVER 2500 SQ . FT. MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT WALLS THAT BREAK THE CEILING UP INTO AREAS NOT EXCEEDING 2500 SQ. FT. ASTM - 7 SECTION 9.6.2.6.2.2 ITEM D. • FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD AND OTHER PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE OF ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF A LEAST 1 INCH IN ALL DIRECTIONS; OR SPRINKLER HEAD EXTENSION TO HAVE A SWING JOINT THAT CAN ACCOMMODATE 1 INCH OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS. ASTM - 7 SECTION 9.6.2.6.2.2 ITEM E. • CHANGES IN CEILING PLAN ELEVATIONS SHALL BE PROVIDED WITH POSITIVE BRACING. ASTM - 7 SECTION 9.6.2.6.2.2 ITEM F. • CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUSPENDED INDEPENDENTLY FROM THE CEILING. ASTM - 7 SECTION 9.6.2.6.2.2 ITEM G. WALL CONSTRUCTION PER FLOOR PLAN 1" DBL. FACED GLAZING TAPE .050 ALUM. BREAK SHAPE TO MATCH EXISTING STOREFRONT MAKE NO PHYSICAL CONNECTION TO STOREFRONT EXISTING VERT. MULLION EXISTING STOREFRONT SYSTEM WALL @ VERT. MULLION 3" =1' -0" WALL CONSTRUCTION PER FLOOR PLAN 1" DBL. FACED GLAZING TAPE .050 ALUM. BREAK SHAPE TO MATCH EXISTING STOREFRONT MAKE NO PHYSICAL CONNECTION TO STOREFRONT .050 ALUM. BREAK SHAPE TO MATCH EXISTING VERT. MULLION EXISTING STOREFRONT SYSTEM WALL @ FALSE MULLION 3" =1' -0" WALL CONSTRUCTION PER FLOOR PLAN SEMI - RECESSED FIRE EXTINGUISHER CABINET SEMI - RECESSED FIRE CABINET ATTACH 2 Y2" x 20 GA. METAL STUDS BRACES TO TOP TRACK W I (2) - METAL FRAMING SCREWS q0 2Y2" x 20 GA. METAL STUDS BRACES @ 8' -0" O.C. (ALTERNATE DIRECTIONS) AT ALL WALL LOCATIONS OVER 12' -0" LONG. ATTACHED TO WOOD FLOOR STRUCTURE ABOVE MAKE NO ATTACHMENT OF WALL TO CEILING GRID SYSTEM EXIST. ACOUSTICAL TILE CEILING 2Y2" SOUND INSULATION PER FLOOR PLAN 212" x 25 GA. METAL STUDS @ 24" O.C. WITH %" TYPE "X" GWB EACH SIDE %" DIA. x 1" POWDER ACTUATED FASTENERS @ 24" O.C. TYP. 4" RUBBER BASE EXIST. CONC. FLOOR SLAB TYP. OFFICE PARTITION 112" =1' -0" OtoOIi REVIEWED FOR CODE COMPLIANCE FEB 0 3 2010 City 0l Tula►liia BUILDING nil/1mm RECEIVED JAN 20 2010 PERMIT CENTS. CO Ml w0 L N 0 U -c o cn CD L— o Q 0 > A-a COQ cn C o CO E L "O (� CCS 1 0 • cu c 0 >N 12 325-2553 Q to ❑ N • L0 w ❑ I• 0 w LL 0 Q sheet TA3.1 CD a Q s Vs PERMIT SUBMITTAL 0 0 'w e 0 c *on qo[ t'E -6O P. ENGERT drawn P. ENGERT checked 01/20/10 date CO Ml w0 L N 0 U -c o cn CD L— o Q 0 > A-a COQ cn C o CO E L "O (� CCS 1 0 • cu c 0 >N 12 325-2553 Q to ❑ N • L0 w ❑ I• 0 w LL 0 Q sheet TA3.1 2" , / " %" GWB TYP. SOLID MAPLE RAIL W/ CLEAR FINISH 1 Y2" PAINTED METAL PIPE HANDRAIL (AUTOMOTIVE FINISH) Y4" FLAT PLATE HANDRAIL SUPPORT (TYP. @ EACH VERTICAL) Y4" X 2" FLAT BAR - PAINTED W/ (AUTOMOTIVE FINISH) Y" DIA. SMOOTH BAR PAINTED W/ (AUTOMOTIVE FINISH) %4" MDF W/ PAINTED FINISH %" GWB OVER 2 x 4 WOOD FRAMING @ 16" O.C. EXIST. PLYWOOD FLOOR SHEATHING EXTEND 2" FLAT BAR TO WF BEAM FOR WELDED CONNECTION NEW OR EXIST. WF METAL BEAM RAIL SYSTEM @ FLOOR OPENING 1 112" =1' -0" SEE DETAIL 9 FOR NOTES & DIMENSIONS %4" MDF STAIR SKIRT W /8" SQ. KERF & PAINTED FINISH O L _ J 1 8" PLYWOOD STAIR TREAD SCREWED AND GLUED TO DBL STRINGER AT EACH SIDE AND CENTERLINE OF STAIRS EXTEND 2" FLAT BAR TO BOT. OF STAIR STRINGER ATTACH TO DBL. VERTICAL 2 x 4 PER STRUCT. DWGS. /8" GWB OVER 2 x 4 WOOD FRAMING @ 16" O.c. RAIL SYSTEM @ STAIR RISER 1 1/2" =1' -0" 18" EQ. 3" EQ. 3" 3" EQ. EQ. 1y" 8" ai w W v w ■ \ c3 \ Gi w w 2" XY" VERTICAL FLAT PLATE SUPPORT RAIL 42" HIGH METAL RAIL SYSTEM 16 TA3.2 6 TA3.2 O.H. II 1 8" (f' 1- r 9 0) RAIL SYSTEM BEYOND FLOOR -2 STAIR PLAN 1/2" = 1' -0" 4 1 1- r 18" DIA. PAINTED METAL HANDRAIL TYP. :17 LINE OF GWB SOFFIT BEYOND 2 " MAPLE WOOD RAIL 8" x 2" FLAT BAR RAIL SYSTEM - PAINTED 8" DIA SMOOTH BAR - PAINTED 5/8" GWB EXIST. WOOD JOIST FLOOR STRUCT. EXIST. SUSPENDED CEILING SYSTEM 2 X 12 STAIR STRINGER @ 1/3 POINTS W (2) - 2 x 12's SISTERED TO EACH SIDE SEE STRUCT. DWGS. UPPER - STAIR SECTION LANDING MEZZ. FIN. FLR. FIRST FIN. FLR. 1/2" =1-0" 1- OUTLINE OF FLOOR OPENING ABOVE 9 LANDING FURR WALL TO ALLOW %" GWB TO PASS ACROSS FACE OF EXISTING COLUMN 18" DIA. PAINTED METAL HANDRAIL TYP. 2 " MAPLE WOOD RAIL )4" x 2" FLAT BAR RAIL SYSTEM - PAINTED 8" DIA SMOOTH BAR - PAINTED FLOOR -1 STAIR PLAN 18" PLYWOOD STAIR TREAD SCREWED AND GLUED TO STRINGER %" PLYWOOD STAIR RISER SCREWED AND GLUED TO STRINGER RECEIVED 2P'.zo10 PERMIT GENTEI DBL. 2 X 12 --- 2<X-4- 16" O.C. __ _--- REVIEWER FOR CODE OMPLIANCE a FEB 0 3 2010 W 2 X 12 STAIR STRINGER @ 1/3 POINTS W (2) - 2 x 12's SISTERED TO EACH SIDE SEE STRUCT. DWGS. City of Tukwila mt townilininM 25 LOWER - STAIR SECTION 1/2" =1' -0" o1- W CC W V) cD 1 c E > 2 E &- CU Ci3 c a O 1— • J w 0 V , z 0 H 0 cn w V J 0 C/ 325-2553 sheet TA3.2 0 0 o m PERMIT SUBMITTAL c 0 O C 'on qof KZ-60 P. ENGERT drawn P. ENGERT checked 0 O ..3 O -00 o1- W CC W V) cD 1 c E > 2 E &- CU Ci3 c a O 1— • J w 0 V , z 0 H 0 cn w V J 0 C/ 325-2553 sheet TA3.2 13 518" n r N PLASTIC LAMINATE UPPER CABINET W/ 2 ADJUSTABLE SHELVES. ALL INTERIOR SURFACES TO BE FINISHED W/ WHITE MELAMINE 4" WIRE PULL TYP. GOOSE NECK FAUCET S S SINK OPEN CABINET FOR HC ACCESS J • 0 CV INSTALL TEMPERATURE SHIELDING ON ALL EXPOSED PIPES CASEWORK SECTION 1" =1' -0" 13 5/8" 2' -1" PLASTIC LAMINATE UPPER CABINET W/ 2 ADJUSTABLE SHELVES. ALL INTERIOR SURFACES TO BE FINISHED WI WHITE MELAMINE 4" WIRE PULL TYP. PLASTIC LAMINATE BACKSPLASH & COUNTERTOP kr OUTLINE OF LOBBY ,Z— SKY BRIDGE ABOVE BOT. OF SKYBRIDGE w ci 4" 4" NEW WALL OFFSET 8" FROM FACE OF EXIST. LOBBY WALL NEW SUITE ENTRY DOOR & RELITE NEW WALL W/ (2) LAYERS OF 5/8" GWB & %" SQ. REVEALS SUITE ENTRY ELEV. NEW WOOD BASE TO MATCH EXIST. 7 CASEWORK SECTION 1" =1' -0" CASEWORK KEYNOTES NOTE 1. - 24" DEEP BASE PLASTIC LAMINATE CABINETS NOTE 2. - 12" DEEP UPPER PLASTIC LAMINATE CABINETS NOTE 3. - ACCESSIBLE SINK (NO BASE FOR WHEELCHAIR ACCESS) NOTE 4. - MICROWAVE SHELF NOTE 5. - MICROWAVE (BY TENANT) NOTE 6. - PLASTIC LAMINATE COUNTERTOP AND BACK SPLASH NOTE 7. - REFRIGERATOR (BY TENANT) NOTE 8. - FIRE EXTINGUISHER CABINET 1/4" =1' -0" DOOR NO. 0 DESCRIPTION DOOR FRAME 311W1 H1 RATING REMARKS MAT. FIN. / // d' 1 PERMIT SUBMITTAL c 0 101 D 3'-0" x 7' -0" WOOD ,/ WOOD BLDG. STD. k/ - 24" SIDELITE I� 1�\ 0h(1 \�,)'/ NEW WALL OFFSET 8" FROM FACE OF EXIST. LOBBY WALL NEW SUITE ENTRY DOOR & RELITE NEW WALL W/ (2) LAYERS OF 5/8" GWB & %" SQ. REVEALS SUITE ENTRY ELEV. NEW WOOD BASE TO MATCH EXIST. 7 CASEWORK SECTION 1" =1' -0" CASEWORK KEYNOTES NOTE 1. - 24" DEEP BASE PLASTIC LAMINATE CABINETS NOTE 2. - 12" DEEP UPPER PLASTIC LAMINATE CABINETS NOTE 3. - ACCESSIBLE SINK (NO BASE FOR WHEELCHAIR ACCESS) NOTE 4. - MICROWAVE SHELF NOTE 5. - MICROWAVE (BY TENANT) NOTE 6. - PLASTIC LAMINATE COUNTERTOP AND BACK SPLASH NOTE 7. - REFRIGERATOR (BY TENANT) NOTE 8. - FIRE EXTINGUISHER CABINET 1/4" =1' -0" BREAK ROOM 1/4" =1' -0" DRAWER W/ WIRE PULL PLASTIC LAMINATE BASE CABINET W/ ADJUSTABLE SHELVE. ALL INTERIOR SURFACES TO BE FINISHED W/ WHITE MELAMINE BASE PER SCHEDULE 17 1 y2" 1 1' -4" m 2' -1" MICROWAVE BY TENANT PLASTIC LAMINATE MICROWAVE SHELF PLASTIC LAMINATE BACKSPLASH & COUNTERTOP XI -- /� DRAWER W/ WIRE PULL "v SOLID CORE WOOD DOOR CASEWORK SECTION 1 =1 -a ENGINEERED WOOD JAMB SYSTEM SOLID WOOD DOOR STOP SUITE ENTRY DOOR JAMB 3" =1' -0" 5/8" G.W.B. EA. SIDE ON 2)2" METAL STUDS WOOD BUCK 3 SILENCERS at STRIKE SIDE { 3 12" HDWD. TRIM (MATCH BLDG. STD.) PLASTIC LAMINATE BASE CABINET W/ ADJUSTABLE SHELVE. ALL INTERIOR SURFACES TO BE FINISHED W/ WHITE MELAMINE ®ASE PER SCHEDULE 12" DOOR SCHEDULE DOOR NO. 0 DESCRIPTION DOOR FRAME //j RATING REMARKS MAT. FIN. MAT. FIN. 1 PERMIT SUBMITTAL c 0 101 D 3'-0" x 7' -0" WOOD BLDG. STD. WOOD BLDG. STD. k/ - 24" SIDELITE ✓/ \�,)'/ 3' -0" X 7' -0" WOOD E II� /I �1I v-i L-- J1= - --1 \ 19�/ BLDG. STD. EX. \SY/ RELOCATED DOOR & FRAME N� A 3' -0" X T -0" WOOD BLDG. STD. WOOD BLDG. STD. 6 - 104 C WOOD BLDG. STD. WOOD BLDG. STD. I - 105 A 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD. 2 - 106 B 3' -0" X 7' -0" vi1 BLDG. STD. WOOD BLDG. STD 1 ' Q vir A 3' -0" X 7' -0" ,ir BLDG. STD. WOOD x-11- �-��, - �-m� 111 EX. ....7.--- WOOD -- WOOD �- N 1 - �� - 7 A - -.. - 1,, ,< 7,- WOOD 1 2 F— ,,, 113 \ // 3' -0" X 7' -0" WOOD WOOD BREAK ROOM 1/4" =1' -0" DRAWER W/ WIRE PULL PLASTIC LAMINATE BASE CABINET W/ ADJUSTABLE SHELVE. ALL INTERIOR SURFACES TO BE FINISHED W/ WHITE MELAMINE BASE PER SCHEDULE 17 1 y2" 1 1' -4" m 2' -1" MICROWAVE BY TENANT PLASTIC LAMINATE MICROWAVE SHELF PLASTIC LAMINATE BACKSPLASH & COUNTERTOP XI -- /� DRAWER W/ WIRE PULL "v SOLID CORE WOOD DOOR CASEWORK SECTION 1 =1 -a ENGINEERED WOOD JAMB SYSTEM SOLID WOOD DOOR STOP SUITE ENTRY DOOR JAMB 3" =1' -0" 5/8" G.W.B. EA. SIDE ON 2)2" METAL STUDS WOOD BUCK 3 SILENCERS at STRIKE SIDE { 3 12" HDWD. TRIM (MATCH BLDG. STD.) PLASTIC LAMINATE BASE CABINET W/ ADJUSTABLE SHELVE. ALL INTERIOR SURFACES TO BE FINISHED W/ WHITE MELAMINE ®ASE PER SCHEDULE 12" DOOR SCHEDULE DOOR NO. T P E DESCRIPTION DOOR FRAME HARDWARE GROUP RATING REMARKS MAT. FIN. MAT. FIN. 1 PERMIT SUBMITTAL c 0 101 D 3'-0" x 7' -0" WOOD BLDG. STD. WOOD BLDG. STD. 5 - 24" SIDELITE 102 EX. 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD. EX. - RELOCATED DOOR & FRAME 103 A 3' -0" X T -0" WOOD BLDG. STD. WOOD BLDG. STD. 6 - 104 C PR. 3' -0" X 7'-0" WOOD BLDG. STD. WOOD BLDG. STD. 4 - 105 A 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD. 2 - 106 B 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD 1 - 107 A 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD. 2 - 111 EX. PR. 7-6" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD. - - 112 A 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD. 2 113 EX. 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD. - - 114 EX. 3' -0" X T -0" WOOD BLDG. STD. WOOD BLDG. STD. - - 115 EX. 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD. - 116 EX. 3' -0" X T -0" WOOD BLDG. STD. WOOD BLDG. STD. - - 120 EX. PR. 3' -0" X 7'-0" WOOD BLDG. STD. WOOD BLDG. STD. EX. - 121 B 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD 2 - 122 A 3' -0" X 7'-0" WOOD BLDG. STD. WOOD . BLDG. STD. 2 - 123 A 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD. 2 - 131 A 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD. 2 - 140 B 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD 2 - 141 B 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD 2 142 B • 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD 2 - 143 B 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD 2 - 144 B 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD 2 -- 145 A 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD. 2 - 146 B 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD 2 - 147 B 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD 2 - 148 B 3' -0" X 7' -0" WOOD BLDG. STD. WOOD BLDG. STD 2 - ENGINEERED WOOD JAMB S Xi" TEMPERED GLASS RELITE W/ NEOPRENE SETTING BLOCKS 13 SUITE ENTRY RELITE JAMB 1 3/4" HDWD. VENEER SOLID CORE WOOD DOOR BLDG. STD. WOOD DOOR JAMB 3" =1' -0" 3/4" TEMPERED GLASS WOOD BUCK HARDWOOD GLASS STOPS 1 Y2" HDWD. TRIM (MATCH BLDG. STD.) BLDG. STD. WOOD RELITE JAMB DOOR / RELITE TYPES 3' -0" SOLID CORE WOOD DOOR (MATCH EXISTING SPECIES AND FINISH) WOOD FRAME (MATCH EXISTING SPECIES AND FINISH) 3' -0" /8 "/ 1' -6" SOLID CORE WOOD \- DOOR (MATCH EXISTING SPECIES AND FINISH) K-) WOOD DOOR ^ & WOOD FRAME 3' -0" PAIR WOOD DOORS & WOOD FRAME HARDWARE GROUPS PR. SOLID CORE WOOD DOORS (MATCH EXISTING SPECIES AND FINISH) CB) ■ WOOD FRAME (MATCH EXISTING SPECIES AND FINISH) 1/4" TEMPERED GLASS SIDELITE WOOD DOOR & WOOD FRAME W/ SIDELITE WOOD FRAME (MATCH EXISTING SPECIES AND FINISH) SUITE ENTRY DOOR W/ SIDELITE (WASHINGTON HARDWOODS DOOR & FRAME) WOOD DOOR W/ FULL GLASS RELITE (MATCH EXISTING SPECIES AND FINISH) 1/4" TEMPERED GLASS RELITE REVIEWED FOR CODE COMPLIANCE AppRMIED FEB 0 3 2010 1. LEVER LATCHSET HINGES SILENCERS WALL STOP 5. LEVER LOCKSET HINGES SILENCERS CLOSER 2. LEVER LOCKSET HINGES SILENCERS WALL STOP 6. LEVER LATCHSET HINGES SILENCERS CLOSER KICKPLATE 3. LEVER LOCKSET HINGES CLOSER KICKPLATE 4. LEVER LOCKSET DUMMY LEVER MANUAL FLUSH BOLTS HINGES CLOSER KICKPLATE City of Tukwila BUILDIRIS n11 /1mm RECEIVED JAN 2'9 2010 PERMIT GENTEI o U w W (0 N E cu 2 E N H cLa 0 N Tukwila. Washi cn z 0 0 z C/) w d oes w J W 0 0 0 D 0) W I- Q U 0 r� uJ EZi LL W J J W U z J 325-2553 < to • U • N w to I• Li] 0 Uco w J 0 <"' sheet TA3.3 0 a O Vo 1 PERMIT SUBMITTAL c 0 0 09-234 job no. P. ENGERT drawn P. ENGERT checked 01/20/10 date o U w W (0 N E cu 2 E N H cLa 0 N Tukwila. Washi cn z 0 0 z C/) w d oes w J W 0 0 0 D 0) W I- Q U 0 r� uJ EZi LL W J J W U z J 325-2553 < to • U • N w to I• Li] 0 Uco w J 0 <"' sheet TA3.3 22' -11" 22' -10" PARTIAL FOUNDATION PLAN a) " = 1' -0" ID 22' -11" 22' -10" 24" TJL ® 24 "oc CV '9 1 0) VAS • L -2 1••:' 2 VAS •• SAWA »» •. ••••••V•VAV•,••••,•,•• 24" TJL 24 "oc -., wee.w.» » »,v,.vN„M,v,. » » » » »,v,,.w,.rk, .w,,w.n »an» .w.,..,, w, r.,»,», n» NNx h»,. e,,,»,»». m, M», r,. wvw,,. 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SECTION K -2 3n n 4' -6" 5' -0" SECTION B -2 2x4 0 16 "o.c. i" PLYWOOD 2x10 0 16 "o.c. 8" WELD R 3" 1' -0" CUT PLYWOOD HERE EXIST. 2x6 ® 16 "o.c. MU IIIIIII 2' -0" EXIST. TRUSS TO BE REMOVED Sea». rsrn�,» rrann «<,nnvunsr»�,� „a..nnrrnarure (E) 24” TJL (E) W24x68 • EXIST. TRUSS TO REMAIN NEW 2x4 0 16 "o.c. SECTION G -2 (N) W16x26 WF 3" 6" SECTION L -2 = 1 ' -0 i" = ' -0" CUT FROM 2x12 111." PLYWOOD DBL. 2x12 (ONE EA. SIDE) .s (E) 24" TJL (N) W16x26 (N) W16x26 SECTION C -2 SECTION D -2 5 n 3» = 1' -0" 5' -0" SECTION H -2 �" — "' -0" 4 }` (E) 24" TJL 0 24 "o.c. (E) W24x68 X" = 1' -0" 4x6 TOP R w/ X "W BOLT 0 24 "o.c. SECTION E -2 SECTION J -2 3" 1' -0'r 2x10 (E) 24" TJL 0 24 "o.c. bto in = 1' -0" REVIEWED FOR- CODE COMPLIANCE FEB APPRiPfkiP 0 3 2010 City of Tukwila BUILDING IlflhICSI'iRI RECEIVED JAN 20 \2010 PERMIT CENTER 0 10- 0000001 job no. gt F A 41 D. KAEMINGK checked o 0 o -8