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Permit D12-009 - MATTRESS DISCOUNTERS - FRAMING, SHEETROCK, SELECTIVE DEMOLITION
MATTRESS DISCOLJNI'ERS 17275 SOUTHCENTER PY D12-009 City oikukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 2623049063 Address: 17275 SOUTHCENTER PY TUKW Suite No: Project Name: MATTRESS DISCOUNTERS Permit Number: D12 -009 Issue Date: 03/01/2012 Permit Expires On: 08/28/2012 Owner: Name: MASAO Address: C/O SCR LLC , 117 E LOUISA #230 98102 Contact Person: Name: JOE MORANO Address: 2205 PLAZA DR , ROCKLIN CA 95765 Contractor: Name: FRANS CONSTRUCTION INC Address: 13446 POWAY RD, SUITE 221 , POWAY CA 92064 Contractor License No: FRANSCI953L9 Lender: Name: Address: Phone: 916 751 -4427 Phone: 858 - 748 -3040 Expiration Date: 06/29/2013 DESCRIPTION OF WORK: FRAMING, SHEETROCK, NEW ACOUSTIC TILES, PAINT CARPET, SELECTIVE DEMO, AND ELECTRICAL (TO BE UNDER SEPARATE ELECTRICAL PERMIT). Value of Construction: $55,000.00 Fees Collected: $1,669.19 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: VB Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -009 Printed: 03 -01 -2012 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 Number: 0 N Start Time: Volumes: Cut 0 c.y. Size (Inches): 0 End Time: Fill 0 c.y. Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: ? // // Z Print Name: /�,R lend., a() Q s permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. doc: IBC -7/10 D12 -009 Printed: 03 -01 -2012 7: Ventilation is required for all new rooms paces of new or existing buildings and shal in conformance with the International Building Code and the WashinWState Ventilation and Indoor Air Quality Co 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75 or less. (IFC 906.3) (NFPA 10, 3 -2.1) 14: 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) 15: 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) 16: 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) 17: 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) 18: 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) 19: 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) 20: 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) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 23: 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 doc: IBC -7/10 D12-009 Printed: 03 -01 -2012 energized. If an arrow is provided as part o e exit sign, the construction shall be such tha arrow direction cannot be readily changed. (IFC 1011.5.1) 24: 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) 25: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot - candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 26: 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) 27: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 28: 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) 29: All new sprinlder systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 30: 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) 31: 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) 32: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 33: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 34: 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) 35: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 36: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 37: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 38: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 39: ** *PLANNING DIVISION COMMENTS * ** 40: This design of this building was approved through design review. Transparency of storefront glazing shall not be reduced as part of this permit. doc: IBC -7/10 D12-009 Printed: 03 -01 -2012 CITY OF TUKTLA Community Develop t Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** Site Address: / 72 7 j SOU 114C '1-IfZ 'I Tenant Name: 1IM1(WS Setj t,rktl -CLS King Co Assessor's Tax No.: )-u L-j ?j Suite Number: Floor: New Tenant: Er Yes ❑.. No H:\Applications\Forms- Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh �' Company Name: ',, St Ada -r t tC.1 . -Li. St.U.J ttes -- q Company Name: Address: 11q,--ft, ?otuk T2-4 2z ( Name: L-a'l' i AAA 4 1-(C- 9 Contr Reg No.:� Exp Date: � -�r�sC (9��G� Iz'iZ. Address: Address: 2 2J< ?(..6c2A - - City: ,- cA"`1Lt State: CA Zip�C1 - H:\Applications\Forms- Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh �' Company Name: ',, St Ada -r t tC.1 . -Li. St.U.J ttes -- q Company Name: Address: 11q,--ft, ?otuk T2-4 2z ( City: �cjk, ti State:CA Zip�2ocit Name: Contr Reg No.:� Exp Date: � -�r�sC (9��G� Iz'iZ. Tukwila Business License No.: !! rl r N, Address: 2 2J< ?(..6c2A - - Email:• City: State: CA Zip: 1(16 s, Phone: 9l U. 1S-1 4,42 Fax: Email: Email: vio,k4,rtt� e 1 SL . -.0 r,24,1, -I .COh H:\Applications\Forms- Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh �' Company Name: ',, St Ada -r t tC.1 . -Li. St.U.J ttes -- q Company Name: Address: 11q,--ft, ?otuk T2-4 2z ( City: �cjk, ti State:CA Zip�2ocit Phone: - . 1;�u"- 30 0Fax: 55,S'.e - 3, -tip- 36r2 Contr Reg No.:� Exp Date: � -�r�sC (9��G� Iz'iZ. Tukwila Business License No.: !! rl r N, H:\Applications\Forms- Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh �' Company Name: ',, St Ada -r t tC.1 . -Li. St.U.J ttes -- q Architect Name: „cu l L i roc u -u Address: / Za34 I3q COCAL:r t--(C% SU% it- iv2 City: ---e0 State: ilk Zip: W0 Phone: L(/ Fax: z.� 2`i � -1JG k Email:• State: Company Name: . 0 i e/ f� Engineer Name: Address: City: State: Zip: Phone: Fax: Email: Page 1 of 4 ', 1L1/0111V 1'111%17111 1411'1.4rIIL111C111V11: � loVV ^4J1 ^.71) 1V Valuation of Project (contractor's bid pri: $ S�> k— Existing )ding Valuation: $ f A Describe the scope of work (please provide detailed information): r w -G, s) A`. e 6.1 G� i1 t-rSl Linn) ' ► "fie h J , A -4.0 i Z . c4-R.i Will there be new rack storage? ❑ .... Yes If yes, a separate permit and plan submittal will be required. .; f '"k t4 4;F "� r `'�, i" � Y:'ih` � ..;fat., jr�'4FY ,ie`td.y ".* �y,,4` `'. mot; 3 }.. �i11�' y9. �' =l a 2 r �t �M1"• art'�p �.�iti P... a r ,�.,. w �. i. �? �'. 6�U .,g ► '�:.,k°�. 'i� � j X`.9i Amur „pt51y5" i t�1a Y�5 h u ae s y��i 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: C--C► S )-44 Compact: Handicap: Will there be a change in use? ❑ Yes -Er-No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ 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\2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT 1141FORIVIATION — 206433 -0179 Scope of Work (please provide detailed iniurmation): $ t:Zt!ccuif (� L 1�'kh tr•1 t i � tl ! (� CAACh) CALW r e44%/4 Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ...Water District #125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑... Highline ❑...Valley View ❑ ... Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle 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. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond 0... Insurance 0... Easement(s) Proposed Activities (mark boxes that apply): ❑ .. Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - No Disturbance ❑ .. Construction/Excavation /Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑... Geotechnical Report 0... Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) 0... Right-of-way Use - Profit for less than 72 hours 0... Right-of-way Use — Potential Disturbance ❑... Work in Flood Zone 0... Storm Drainage ❑ .. Sanitary Side Sewer ❑... Abandon Septic Tank 0... Grease Interceptor ❑ .. Cap or Remove Utilities 0... Curb Cut ❑... Channelization ❑ .. Frontage Improvements 0... Pavement Cut 0... Trench Excavation ❑ .. Traffic Control 0... Looped Fire Line ❑ ... Utility Undergrounding ❑ .. Backflow Prevention - Fire Protection " Irrigation Domestic Water ❑ .. Permanent Water Meter Size... WO # ❑ .. Temporary Water Meter Size .. WO # ❑ .. Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ .. Sewer Main Extension Public ❑ Private ❑ ❑ .. Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:Wpplications\Forms- Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 3 of 4 PER MI aS�T APPLICATIONiNOTES•- . .F 8 1 Value of Construction — In all cases, a valueeonstruction amount should be entered by the appl This figure will be reviewed and is subject f� to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: 4A';,4 e 0.11c,U Mailing Address: /-34-P-/ L I�UIJt ZZ-I 'H,1Applications\Forms- Applications On Linet2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised'. August 2011 bh Date: 1/9// Day Telephone: ZUK' V. 0 -OlI g' (61-) r-i g u7``,, City State Zip Page 4 of 4 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.Tukwila WA.eov Parcel No.: 2623049063 Address: Suite No: Applicant: MATTRESS DISCOUNTERS 17275 SOUTHCENTER PY TUKW RECEIPT Permit Number: Status: Applied Date: Issue Date: D12-009 ISSUED 01/09/2012 03/01/2012 Receipt No.: Initials: User ID: Payee: R12 -01355 JEM 1165 Payment Amount: $63.00 Payment Date: 04/18/2012 11:02 AM Balance: $0.00 FRANS CONSTRUCTION, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 4506 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 doc: Receiot -06 Printed: 04 -18 -2012 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 4100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 2623049063 Permit Number: D12-009 Address: 17275 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 01/09/2012 Applicant: MATTRESS DISCOUNTERS Issue Date: Receipt No.: R12 -00875 Initials: User ID: WER 1655 Payment Amount: $1,013.40 Payment Date: 03/01/2012 01:14 PM Balance: $0.00 Payee: FRANS CONSTRUCTION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 4253 1,013.40 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,013.40 1,008.90 4.50 doc: Receiot -06 Printed: 03 -01 -2012 1 40 C City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 2623049063 Permit Number: D12-009 Address: 17275 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 01/09/2012 Applicant: MATTRESS DISCOUNTERS Issue Date: Receipt No.: R12 -00084 Initials: User ID: Payee: JEM 1165 Payment Amount: $655.79 Payment Date: 01/09/2012 01:13 PM Balance: $1,013.40 FRANS CONSTRUCTION INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. ACCOUNT ITEM LIST: Description 655.79 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 655.79 Total: $655.79 doc: Receiot -06 Printed: 01 -09 -2012 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 Permit Inspection Request Line (206) 431 -2451 Project: 4: Type of Inspection: S ec' , A1i6A,vder IXX 4/727Ve 42.1 .?rSS db/SO1? /& Address: 7,2 7 "5 So eiN % y Date Called: Special Instructions: 7r SO Date Wanted:. r _ g / ,..aTnic p.m. Reque ter: Phone No: 7 2'5- BPS / .Th ,n / / 7 pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: R»' ;yL/4/ ,(i D-,\__/ / PECTION FE REQUIRE ' . Prior to ext inspection. fee must be t 6300 Southcenter Blvd. uite 100. Call to schedule reinspection. 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 Permit Inspection Request Line (206) 431 -2451 f- Pr t: : ess Uc6v7 Type of Inspection: e.r . I+ ( . Address: r� 0 (rte ,n/l/ GL✓S sw c s Cher✓ .eveG //7 4;4 .C� 90 i /� Date Called: e /7, cl pf5 %i-,1V Air 7,4 A rf-y-b 4/re, Special Instructions: / / Date Wantecj;v / � -22 —f 2 p.m. Requester: Ph92e No . n —34 JApproved per applicable codes. nCorrections required prior to approval. COMMENTS: R "� ribs J&1 > j �f/ //2 - _ov Pe-07 TloNd /2e'�\ / (,u j i / /e), — �S �//7' 4Z 0 (rte ,n/l/ GL✓S sw c s Cher✓ .eveG //7 4;4 .C� 90 i %GY /./Sfeorei ip1.� ..Sa4e 2r/i%/ i r /� / ?/ e.✓fS e07. in.., -ev, / /G7 l// f[% /"Z7 e /7, cl pf5 %i-,1V Air 7,4 A rf-y-b 4/re, nspect ILA ifre Dat_..73 ' ^� SPECTION FEE RE IRED. Prio, to next inspection, fee must be d at 6300 Southcenter = lvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DII ISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 12 -®09 Project: ,// .) Typ Inspection: ' ,n� 1O D Address: 1 Date Called: l I-- '1-e 1�;Nm, ( — 1...)-C(,G Special Instructions: Date Want ed:. r m 1 '- �Z p.m. Requester: Phone No: _ S49.—..-3 le • El Approved per applicable codes. © Corrections required prior to approval. COMMENTS: E f R6f•J"ci 1..-/4 144 ,‘Ndc) — ,vFeiv.1 .1 l I-- '1-e 1�;Nm, ( — 1...)-C(,G — ,--,. ao6 -34 658 Inspec o:r:. Date: SPECTION FEE REQ RED. Prior to rfext inspection. fee must be d at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 4- INSPECTION NO. INSPECTION RECORD Retain a copy with` permit .D'2- o 09' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 tz. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: /)2M4.5-5. 465 , /), j AA/Aiii: C. Type of Inspection: ! /M /01/A16 Address: /7275.0(,?,' 41 Date Called: Special Instructions: Date Wanted: .//-- / l-- /7 p. . Requester: Phone No: �^ 5'4/1- �` 7 - ..5'.37C8 'pproved per applicable codes. L Corrections required prior to approval. COMMENTS: Date: / �,c.. � 4 /— /9 — ;L ISPECTION FEE REQU ED. Prior to ext inspection. fee must be id at 6300 Southcenter Ell d.. Suite 100.. Call to schedule reinspection. 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: tfi +11-C 3' b i Seca (AL / Ty spection: Fire Alarm: Address: , —7 0 7S— s ,c 04.48._ Suite #: 1�_{ �jj Contact Person: Special Intriuc` ions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: -1-es1 Abnej 1 5. ota-e ivtouerS Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector Date: , /a5—A Z Hrs.: 1 4 5 - -- i ti$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City.of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /a -s -85 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575-4407 • Project S I fo 14"4J.. Type of Inspectio 5 P (--t.-er c(Ad s. .'7 S S. c_ p <4 Address: 9 -7 9.--75-- Suite #: / Contact Person: Special Instructions: \) Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: Sc� FN#-L- O,c k. Needs ShiftLnspectioR: Sprinklers: Fire Alarm: Hood & Duct: \ Monitor: Pre -Fire: Permits: Occupancy Type:` Inspector: 4 S Date: iika //a/ Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • XIII)1 Structural DIBBLE ENGINEERS, INC. Review Professional Structural Engineering Services FILE COPY Memo Pelt iPPn.. P"- DATE: April 4, 2012 TO: John Llacuna, Stantec CC: Travis Colliander, P.E., S.E. FROM: Clint Nelson, P.E. JOB #: 12 -088 FAX #: PROJECT: Sleep Train T.I. — Tukwila, WA [Dev. Permit App Number: D12 -009] NO. OF PAGES (Including Cover): 3 (Attached: SK -1 & SK -2) Dibble Engineers has reviewed the proposed removal of a non - structural partition wall at the 17275 Southcenter Pkwy site in Tukwila, WA. This approximately 26ft long partition is intended to be removed; however, because of the elevation transition of the suspended ceiling at the wall, the top of the wall will be partially retained for the transition and wrapped to look like a beam. In summary review, the existing studs rim up to a top track at the roof deck; the top track is connected to the bottom of the metal roof deck. For support of the fake beam framing, this top track connection will be retained, and two new cold - formed steel joists that will run along each side of the studs for support & connection to the joists. These joists will provide out -of -plane lateral bracing to the fake beam framing and provide gravity support for the minimal framing weight. Please reference the attached partial plan SK -1 and detail SK -2 for clarification. The insignificant tributary load of the fake beam framing to be supported by the trusses is well within the allowable 5% alteration tolerance, and also within the framing's dead load support considerations for ceilings. REVIEWED FOR CODE COMPLIANCE APPROVED APR 10 2012 City of Tukwila BUILDING DIVISION 1029 Market Street Kirkland, WA 98033 cnYRSAISA APR 0 5 2012 PERT CENiER CORRECTION pqoo -I Paged jJ1 X10 � N 0. e P. 425.82 .4200 F. 4_S. R_7 fil3/ P. 425.828.4200 F. 425.827.6131 5' -11" s ELECT 102 EX,ISTj STROOM r RELOCATED ADJU ABLE RACK SYSTEM DEMO LOWER PORTION OF EXISTING WALL TO 10' -10" AFF. INSTALL NEW HEADER BRACING. SEE DETAIL 3 THIS SHEET 2 t)0(.0.53-- G� o" N t)D DEMO EXI 4' -0" 0' -3" STORAGE 105 EXIST HALF WALLS TO REMAIN S K-0,a 4 4WX3' H ONE WAY MIRROR u n VAECK r /)- *USs DIBBLE ENGINEERS, INC. Project No. Sheet No. Project -7T9)((/3 1 —C LW Datee/bA Subjectib CO2A-7yE_ f/¢CSE s oivek-) By S C-A ; A T. 5, (£17VVP 7-k-A-c -1( AEcK (£)02E--7z- 2)c)/c �kGK 0)350s i G —9 S srvo cp,3 rsnrvays, 4LVn)(1 F��s.� QE4i (0.0E E4- SrrE) A7tolclf srvo 7' 7-k-0 ktv ry (#& 5 -F -7 ArJ6 4 7o Fit 57746 e`P (z) #E3 71 ()1612 - )0 Lb GE rc_rf,1c7 ( rc, e4 7a k-E 4.r.>v GU7" S7 V r,JST4L L Pik FA-6-54_ ICE r9-�i A :L /412C11 5 *172USS (� L043E -,2 hAaPt'E.D GE!: e_rAIG7 D 2E ref znl ection Froperties - - c4.t•-1:74,"- EN 4 f- ■,=' t-4 r I (S) Stud Section Properties . " : fl..tle. V P.,11.". .:Zenii6P5r4!:11 - - ,-,e' L, --- • , ..E.Fy..% - Sectioir r'Thibkmassl:;, ::..,.. '.... 1 k if i,1 ,:,. 4. ,■.:*$,c1.4 Groakli'rOpertie0.40. V'Milgo • - . " Area Weight Ix Sx Rx , ly Ry (in2) (Ib/ft) OM) (ire) (in) OM) (in) .krsiktliEffective:RropertiesA:240,4 Ixe Sxe Mal Mad Vag VaNet (in) OW) (in-k) (in-k) (lb) (lb) iite:rir,;-rorsibpallgroPertkesi,;,40*- Jx1000 Off Xo m Ro (ire) (1n6) (in) (in) (in) s;r:;;.; 1.•••■:: • , 250S137-33 0.0346 33 0197 0.67 0203 0.163 1.015 0.052 0.515 0203 0.158 3.11 3.10 975 399 0.079 0.076 -1.141 0.677 1.612 0.499 35.6 2508137-43 0.0451 33 0.255 0.87 0.261 0.208 1010 0.067 0.511 0.261 0.205 4.53 2 460 1265 394 0.173 0.096 -1.129 0.670 1.599 0.501 33.6 250S137-54 0.0566 33 0.316 1.07 0.318 0.255 1.004 0.080 0504 0318 0.255 576 2 575 1553 373 1337 0.115 -1.115 0.663 1583 0564 33.4 2506137-54 0.0566 50 0.316 1.07 0.318 0255 1.004 0.080 0.504 0318 0.244 6.22' 8.34 2353 565 0.337 0.115 -1.115 0.663 1.583 0504 27.1. 250S137-68 0.0713 33 0.390 1.33 0.386 0309 0.994 0095 0.495 0.386 0.309 7.19 2 7.19 1891 342 0.661 0.138 -1.096 0.653 1.561 .0.507 33.1 2505137-68 0.0713 50 0.390 1.33 0.386 0.309 0.994 0.095 0.495 0.386 0.308 10.652 10.67 2866 519 0.661 0.138 -1.096 0653 1.561 0507 26.8 2505162-33 00346 33 0.223 0.76 0.235 0.188 1.027 0.087 0624 0.235 0.180 3.55 3.56 975 399 0.089 0.146 -1.470 0.859 1598 0.401 44.1 250S162-43 0.0451 33 0.289 0.98 0.302 0.242 1.022 0.111 0620 0 302 0 240 5.22 2 5.25 1265 394 0.196 0184 -1.457 0.852 1.885 0.402 42.1 2506162-54 0.0566 33 0.358 1.22 0.370 0.296 1.016 0.135 0.613 0.370 0.296 6.57' 6.57 1553 373 0.383 0.223 -1 443 0.845 1.868 0.403 41.8 2505162-54 0.0566 50 0.358 1.22 0.370 0.296 1.016 0.135 0.613 0.370 0.284 9.422 946 2353 565 0.383 0.223 -1.443 0.845 1.868 0.403 33.9 250S162-68 0.0713 33 0.443 1.51 0450 0.360 1.007 0.162 0.605 0.450 0.360 8.21 2 8.21 1891 342 0.752 0.268 -1.424 0.835 1.846 0.4135 41.7 250S162-68 0.0713 50 0.443 1.51 0.450 0.360 1.007 0.162 0.605 0.450 0.357 12.11 2 1221 2866 519 0.752 0268 -1.424 0.835 1.846 0.405 33.7 3506162-33 0.0346 33 0.258 0.88 0508 0.290 1.404 0.098 0.617 0508 0257 5.08 t!K 5.22 1024 487 0.103 0277 -1.324 0.796 2.026 0.573 42.7 3506162-43 0.0451 33 0.334 1.14 0.654 0.374 1.400 0.125 0.612 0.654 0.357 .....5 > 7.31 1739 631 0.227 0.350 -1.312 0.789 2.014 0.575 42.6 3586162-54 00566 33 0.415 1.41 0.804 0.460 1.392 0.152 0.606 0.804 0.447 8.83 9.08 2253 633 0.443 0.426 -1.298 0.782 1.998 0.578 42.7 3505162-54 0.0566 50 0.415 1.41 0.804 0.460 1.392 0.152 0.606 0.804 0.426 12.74 13.05 3372 947 0.443 0.426 -1.298 0.782 1.998 0578 34.5 3505162-68 0.0713 33 0.515 1.75 0.985 0.563 1.383 0.184 0.597 0.985 0.551 12.56 2 12.83 2774 592 0.872 0.514 -1.280 0.772 1.977 0.581 39.7 3505162-68 0.0713 50 0.515 1.75 0.985 0.563 1.383 0.184 0.597 0.985 0.549 16.44 16.84 4202 897 0.872 0514 -1 280 0 772 1 977 0 581 345 3506300-54 0.0566 33 0.585 1.99 1.286 0.735 1.483 0.724 1.113 1.279 0.582 11.51 12.73 2253 633 0624 2.166 -2.682 1.531 3.261 0.323 74.7 3506300-54 0.0566 50 0.585 1.99 1.286 0.735 1.483 0.724 1.113 1.213 0.508 15.20 16.71 3372 947 0.624 2.166 -2.682 1.531 3.261 0.323 60.4 350S300-68 00713 33 0.729 2.48 1.586 0.906 1.475 0.888 1.104 1586 0775 15.31 16.98 2774 592 1.235 2.649 -2.663 1.521 3.238 0.324 75.1 3506300-68 0.0713 50 0.729 2.48 1.586 0.906 1.475 0.8: : 1.104 1.557 0.687 20.56 22.54 4202 897 1.235 2.649 -2.663 1.521 3.238 0.324 60.5 3625137-33 0.0346 33 0.236 0.80 0479 0.264 1.424 0.059 0.501 0.479 0.232 4.59 4.73 1024 521 0.094 0.165 -1.003 0.615 1.813 0.694 34,7 362S137-43 0.0451 33 0.306 1.04 0.616 0.340 1.419 0.075 0.497 0.616 0.320 6.32 6.65 1739 676 0.207 0.208 -0.991 0.608 1.801 0.697 34.6 362S137-54 0.0566 33 0.379 1.29 0.756 0.417 1.411 0.091 0.490 0.756 0.402 7.94 8.24 2341 705 0.405 0.251 -0.978 0.601 1.785 0.700 34.6 3626137-54 0.0566 50 0.379 1.29 0756 0.417 1.411 0.091 0.490 0.756 0.381 11.42 11.91 3372 1016 0.405 0251 -0.978 0601 1.785 0.700 27.9 362S137-68 0.0713 33 0.470 1.60 0.922 0.509 1.401 0.109 0.480 0.922 0.498 9.84 10.05 2884 662 0.797 0.302 -0.959 0.592 1.764 0.704 34.6 3625137-68 0.0713 50 0.470 1.60 0.922 0.509 1.401 0109 0.480 0.922 0 493 14.77 15.24 4370 1004 0.797 0.302 -0959 0.592 1 764 0.704 278 3625162-33 0.0346 33 0.262 0.89 0.551 0.304 1.450 0099 0.616 0.551 0.268 5.29 543 1024 521 0.105 0297 -1.308 0 789 2 048 0 592 42.6 3625162-43 0.0451 33 0.340 1.16 0.710 0.392 1.445 0.127 0611 0.710 0.372 7.34 7.62 1739 676 0.230 0,376 -1.297 0.782 2.036 0.594 42.5 3626162-54 00566 33 0.422 1.44 0.873 0.481 1.438 0154 0.604 0.873 0.466 9.22 9.51 2341 705 0.451 0.457 -1.283 0.774 2.020 0.597 42.5 3625162-54 0.0566 50 0.422 1.44 0.873 0.481 1.438 0.154 0604 0873 0444 13.28 13.59 3372 1016 0.451 0.457 -1.283 0.774 2.020 0.597 34.4 3626162-68 0.0713 33 0.524 1.78 1.069 0.590 1.429 0.186 0.596 1.069 0.579 11.43 11.65 2884 662 0.887 0.552 -1.264 0.765 1.998 0.600 42.7 3626162-68 0.0713 50 0.524 1.78 1.069 0.590 1.429 0.186 0-596 1.069 0 574 17_18 17.65 4370 1004 0.887 0.552 -1.264 0.765 1.998 0.600 34.3 3625200-33 00346 33 0.297 1.01 0.648 0.358 1.478 0.177 0.772 0.647 0.294 5.81 6.19 1024 521 0.118 0.577 -1,741 1.030 2.411 0.478 53.6 3626200-43 0.0451 33 0 385 1 31 0 836 0 461 1 474 0 227 0.767 0.836 0.427 8_43 8.70 1739 676 0.261 0.734 -1.729 1.024 2.398 0.480 53.5 3625200-54 0.0566 33 0.479 1.63 1.030 0.568 1.467 0.277 0.761 1.030 0.553 10.93 11.23 2341 705 0.511 0 896 -1 715 1016 2.382 0.482 53.6 3625200-54 0.0566 50 0.479 1.63 1.030 0.568 1.467 0.277 0.761 1.030 0.490 14.66 15.47 3372 1016 0.511 0.896 -1.715 1.016 2.382 0.482 43.3 362S200-68 0.0713 33 0.595 2.02 1.265 0.698 1.458 0.337 0.753 1.265 0.687 15.29 2 15.54 2884 662 1.008 1.089 -1.696 1.006 2.360 0.484 50.6 3626200-68 0.0713 50 0.595 2.02 1.265 0.698 1.458 0.337 0.753 1.265 0.666 19.95 20.51 4370 1004 1.008 1.089 -1.696 1.006 2.360 0.484 43.3 3626300-54 0.0566 33 0.592 2.01 1.390 0.767 1.533 0.734 1.114 1.383 0.607 11.99 13.22 2341 705 0.632 2.316 -2.659 1.522 3.265 0.337 74.5 3625300-54 0.0566 50 . 0.592 2.01 1.390 0.767 1.533 0.734 1.114 1.312 0.529 15.83 17.34 3372 1016 0.632 2.316 -2.659 1.522 3.265 0.337 60.2 362S300-68 0.0713 33 0.738 2.51 1.716 0.947 1.525 0.900 1.105 1.716 0.811 16.02 17.65 2884 662 1.250 2.833 -2.640 1.512 3.243 0.337 74.9 3626300-68 0.0713 50 0.738 • 2.51 1.716 0.947 .1.525 0.900 1.105 1.684 0.716 21.44 23.42 4370 1004 1.250 2833 -2 640 1 512 3 243 0 337 60.4 4005137-33 0.0346 33 0.249 0.85 0.603 0.301 1.556 0.061 0.496 0.603 0.259 5.12 5.29 976 595 - 0.099 0.204 -0.965 0.597 1.897 0.741 34.5 400S137-43 0.0451 33 0.323 1.10 0.776 0.388 1.551 0.078 0.491 0.776 0.359 709 7.47 1739 810 0.219 0.257 -0.954 0591 1 885 0 744 343 4005137-54 0.0566 33 0.401 1.36 0.953 0.477 1.542 0.094 0.484 0.953 0.453 8.96 9.42 2603 944 0.428 0.311 -0,940 0.583 1.870 0.747 34.3 4006137-54 0.0566 50 0.401 1.36 0.953 0.477 1.542 0094 0.484 0.953 0.428 12.82 13.38 3372 1223 0.428 0.311 -0.940 0.583 1.870 0.747 27.7 4006137-68 0.0713 33 0.497 1.69 1.165 0.582 1.531 0.112 0.475 1.165 0.567 11.21 11.51 3215 895 0.842 0.375 -0922 0.574 1.849 0.751 34.2 4006137-68 0.0713 50 0.497 1.69 1.165 0582 1.531 0.112 0.475 1.165 0.558 1570 17.44 4871 1356 0.842 0.375 -0.922 0.574 1.849 0751 27.6 4006162-33 0.0346 33 0.275 0.94 0.692 0.346 1.586 0.103 0.611 0.692 0.299 5.91 6.07 976 595 0.110 0.363 -1.263 0.768 2.118 0.644 42.3 4006162-43 0.0451 33 0.357 1.21 0.892 0.446 1.581 0.131 0.606 0.892 0.417 8.23 8.54 1739 810 0.242 0.460 -1.252 0.761 2.106 0.647 42.2 400S162-54 0.0566 33 0.443 1.51 1.098 0.549 1.574 0.159 0.600 1.098 0.526 10.39 10.84 2603 944 0.473 0560 -1238 0.754 2.090 0.649 42.2 4005162-54 0.0566 50 0.443 1.51 1.098 0.549 1.574 0.159 0.600 1.098 0.498 14.90 15.25 3372 1223 0.473 0.560 -1238 0.754 2.090 0.649 34.1 4005162-68 0.0713 33 0.550 1.87 1.346 0.673 1.564 0.192 0.591 1.346 0.658 13.00 13.30 3215 895 0.933 0.677 -1.220 0.745 2.069 0.653 42.2 4006162-68 0.0713 50 0.550 157 1.346 0.673 1.564 0.192 0.591 1.346 0.648 19.41 20.15 4871 1356 0.933 0.677 -1.220 0.745 2.089 0.653 34.0 4006200-33 0.0346 33 0.310 1.05 0812 0.406 1.619 0.183 0.769 0.812 0.328 6.49 6.90 976 595 0.124 0.697 -1.688 1.007 2.462 0.530 53.1 400S200-43 0.0451 33 0.402 1.37 1.047 0.524 1.615 0.235 0.764 1.047 0478 9.45 9.74 1739 810 0.272 0.886 -1.676 1.000 2.449 0.532 53.0 4006200-54 0.0566 33 0.500 1.70 1.292 0.646 1.608 0.287 0.758 1.292 0.623 12.30 12.77 2603 944 0.534 1.083 -1.662 0.993 2.433 0.534 53.0 4006200-54 0.0566 50 0.500 1.70 1.292 0.646 1.608 0.287 0.758 1.292 0.549 16.43 17.31 3372 1223 0.534 1083 -1.662 0 993 2 433 0 534 42.9 4006200-68 00713 33 0.622 2.12 1.589 0.795 1.599 0.349 0.750 1.589 0.780 15.40 15.70 3215 895 1.054 1.318 -1.643 0.983 2.412 0.536 53.2 4006200-68 0.0713 50 0.622 2.12 1.589 0.795 1.599 0.349 0.750 1.589 0.751 22.48 23.04 4871 1356 1054 1.318 -1.643 0.983 2.412 0.536 42.9 4006300-54 0.0566 33 0.613 2.09 1.732 0866 1.681 0.760 1.114 1.723 0.680 1344 1470 2603 944 0.655 2.802 -2.594 1.496 3.285 0,377 74.0 4006300-54 0.0566 50 0.613 2.09 1.732 0.866 1.681 0.760 1.114 1.637 0.592 17.72 19.25 3372 1223 0.655 2.802 -2.594 1.496 3.285 0.377 59.9 4006300-68 0.0713 33 0.764 2.60 2.139 1.070 1.673 0.933 1.105 2.139 0.914 18.06 19.68 3215 895 1.295 3.432 -2.574 1.486 3.263 0.378 74.3 4005300-68 0.0713 50 0.764 2.60 2.139 1.070 1.673 0.933 1.105 2.099 0.805 24.09 26.05 4871 1356 1.295 3.432 -2.574 1.486 3.263 0.378 60.0 5505162-33 0.0346 33 0.327 1.11 1.458 0.530 2.112 0.113 0.589 1.458 0.512 10.11 8.63 699 699 0.130 0.713 -1.114 0.697 2.459 0.795 41.4 5506162-43 0.0451 33 0.424 1.44 1.883 0685 2107 0 145 0 584 1.883 0.681 14.79 2 13.14 1550 1199 0.288 0.905 -1.103 0691 2.448 0.797 39.2 5506162-54 0.0566 33 0.528 1.80 2.324 0.845 2.098 0.176 0.577 2,324 0.845 18.762 17 87 2739 1666 0.564 1.105 -1.090 0.684 2.434 0.800 38.7 5505162-54 0.0566 50 0.528 1.80 2.324 0.845 2.098 0.176 0.577 2.324 0.811 26,662 23.52 3093 1881 0.564 1.105 -1.090 0.684 2.434 0.800 31.6 5506162-68 0.0713 33 0.657 2.24 2.861 1.040 2.086 0.212 0.568 2.861 1.040 23.72 2 23.72 4347 2057 1.114 1.342 -1.072 0.675 2.414 0.803 38.0 5505162-68 0,0713 50 0.657 2.24 2.861 1.040 2.086 0.212 0.568 2.861 1.031 34.94' 32.28 5350 2532 1.114 1.342 -1.072 0.675 2.414 0.803 31.1 5506300-54 0.0566 33 0.698 2.37 3.545 1.289 2.254 0.850 1.104 3.505 1.080 21.34 20.74 2739 1666 0.745 5.364 -2.365 1.401 3.449 0.530 73.0 5505300-54 0.0566 50 0.698 2.37 3.545 1.289 2.254 0.850 1.104 3.295 0.983 29.44 26.99 3093 1881 0.745 5.364 -2.365 1401 3.449 0.530 59.2 5506300-68 0.0713 33 0.871 2.96 4.391 1.597 2.245 1.044 1.095 4.384 1.411 27.88 28.03 4347 2057 1.476 6.594 -2.346 1.391 3.427 0.531 73.1 5506300-68 0.0713 50 0.871 2.96 4.391 1.597 2.245 1.044 1.095 4.285 1.287 38.53 36.85 5350 2532 1.476 6.594 -2.346 1.391 3.427 0.531 59.1 I Web-height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated oa s. 2 Allowable moment includes cold work of forming. See Table Notes on page 6. Copyright © 2011 by the Steel Stud Manufacturers Association -4-•• ' "*- OM ; lie.Witti2009,1hternatiOnalkBuildin • °dell ww: T, 1,"zr �I Lq ►1,, • sy F z City of Tukwila • Jim Haggerton, Mayor March 30, 2012 Department of Community Development Jack Pace, Director John Llacuna Stantec 12034 134th Ct NE, Suite 102 Redmond, WA 98052 RE: Correction Letter #1 to Revision #1 DevelopmentPermit Application Number D12 -009 Mattress Discounters —17275 Southcenter Py Dear Mr. Llacuna, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments 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. Corrections /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 (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D12 -009 W:\Permit Center \Correction Letters\2012'D12 -009 Corr Ltr #1 to Rev #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 Building Division Review Memo Date: March 30, 2012 Project Name: Mattress Discounters Permit #: D12 -009 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (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. The revision is to remove the lower portion of over 25 feet of a wall. Where the wall was apparently supported for lateral movement only at the top, the plan is not clear as to how the combined weight of the wall and ceiling will be supported vertically from the roofs structure. Provide an engineer's analysis with details for the connection of the wall to the roofs structure for that portion of wall. Details shall specify connectors at the top wall -plate to roof structure connection. Analysis shall include that portion of roof supporting combined loads of the wall and other ceiling elements at that location. Detail design shall address both the lateral seismic loads imposed by the two ceilings as well as vertical loads. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. Stantec February 14, 2012 Stantec Architecture Inc. 12034 - 134th Court Northeast Suite 102 Redmond WA 98052 Tel: (425) 298 -1000 Fax: (425) 298 -1019 Attention: Dave Larson City of Tukwila 6300 Southcenter Blvd, #100 Tukwila, WA 98188 Reference: Sleep Train Plan Review #D12 -009 Dear Mr. Larson Please accept our response to your letter dated January 10, 2012. The General Comment has been copied below followed by our response. 1. Please provide a complete floor plan of this tenant space. It would be preferable to have an existing and a proposed to show where the use has changed. It appears that the size of the retail space has changed. Response: Added new Sheet 2A Egress/ Fixture Plan. 2. Please provide a means of egress plan. Response: Added new Sheet 2A Egress/ Fixture Plan. 3. Show the wall type on the floor plan for the new walls. Response: The wall type has been added to the Floor Plan. 4. Please provide a legend for all applicable symbols used in the plans. Response: The symbols have been called out on the Floor and Reflected Ceiling Plans. Please feel free to contact me if you have any questions or comments. Sincerely, STANTEC ARCHITECTURE INC. John Llacuna, Architect, LEED AP Tel: (425) 298 -1000 Fax: (425) 298 -1019 john.11acuna@stantec.com CORRECTION LTR# l b12O MN OF TuKWILA ,FEB 15.2012, PERMIT CENTER • Gity of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director January 27, 2012 Joe Morano Sleep Train 2205 Plaza Dr Rocklin, CA 95765 RE: Correction Letter #1 Development Permit Application Number D12 -009 Mattress Discounters —17275 Southcenter Py Dear Mr. Morano, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. Please address the attached comments 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. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D12 -009 W:\Pennit Center \Correction Letters \2012\D12 -009 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: January 12, 2012 Project Name: Mattress Discounters Permit #: D12 -009 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (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 a complete floor plan of this tenant space. It would be preferable to have an existing and a proposed to show where the use has changed. It appears that the size of the retail space has changed. 2. Please provide a means of egress plan. This should show a main egress path that connects the required exits. All points in the retail space should be within 75 feet of this path. The main egress path needs to include emergency lighting with intensity levels per sec. 1006.4 of the IBC. Lighted exit signs should be included. A fixture or furniture plan is a good plan to use for egress plan as emergency lighting and available space for the path can be coordinated. 3. Show the wall type on the floor plan for the new walls. 4. Please provide a legend for all applicable symbols used in the plans Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ERMIT COORD COP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -009 PROJECT NAME: MATTRESS DISCOUNTERS SITE ADDRESS: 17275 SOUTHCENTER PY DATE: 04/05/12 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 X Revision # 1 after Permit Issued DEPARTMENTS: fivic ot-Lo, Building Division LE Fire Prevention Public Works ❑ Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 04/10/12 Not Applicable 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 DUE DATE: 05/08/12 Approved with Conditions kr Not Approved (attach comments) ❑ 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 02/29/12 'ERNlIT COORD CORY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -009 PROJECT NAME: MATTRESS DISCOUNTERS SITE ADDRESS: 17275 SOUTHCENTER PY DATE: 03/22/12 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS* uilding Division ❑ e- Prev�rition I Planning Division 4 ub Ic # x Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete DUE DATE: 03/27/12 Incomplete ❑ Not Applicable ❑ 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 171 Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/24/12 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) K" 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 02/29/12 CO y • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -009 DATE: 02 -15 -12 PROJECT NAME: MATTRESS DISCOUNTERS SITE ADDRESS: 17275 SOUTHCENTER PY Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued L DEPARTMENTS: 111- Building ivl on Fire Prevention Public Works Structural Planning Division Permit Coordinator se DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ix] Incomplete DUE DATE: 02-16 -12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route X1 Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 03 -15 -12 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 *EMIT COORD CORP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -009 DATE: 01/09/12 PROJECT NAME: MATTRESS DISCOUNTERS SITE ADDRESS: 17275 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued PA TM E TS: ul ding Division ZfIc WV-1(s4- pop/ 0 Fire Prevention Structural h(wAr 01.11' 1�- Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ly,:t Comments: Incomplete DUE DATE: 01/10/12 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 02/07/12 Not Approved (attach comments) 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: l 0 SITE ADDRESS: 112.1c- r\ PERMIT NO:(11 Da 'Di 01 ORIGINAL ISSUE DATE: 031 O (I 1 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 05. 9-2_ - 12 qrytiv Summary of Revision: Summary of Revision: lux) 1A2KI Leryz. ILE oVE 4 N A-(,L 1A lJ- Gu-r OVA- vAtL 4 tEAve tmo ca- Received by: 510 V O s \m ,z,'N 1 5 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: (please print) • City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 04/05/2012 Plan Check/Permit Number: D12 -009 Response to Incomplete Letter # Response to Correction Letter # 1 Revision # 1 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Mattress Discounters Project Address: 17275 Southcenter Pkwy Contact Person: John Llacuna - Stantec Architecture Phone Number: (425) 2984066 Summary of Revision: As requested by Allen Johannessen, we are submitting a structural enagineer's analysis of the interior wall modification. REICENED erry OF Ttilcum APR 05Z012 PERM17 CENTEt, Sheet Number(s): See attached stamped Structural Analysis from Dibble Engineers. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [ Entered in Permits Plus on r L H:Wpplicattons\Forms- Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 • • City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 03/21/2012 Plan Check/Permit Number: D12 -009 Response to Incomplete Letter # Response to Correction Letter # Revision # 1 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: M A'T % VDC/0 Project Address: 17275 Southcenter Pkwy Contact Person: John ',lacuna - Stantec Architecture Phone Number: (425) 298 -1066 Summary of Revision: In order to save costs, Sleep Train has decided not to remove and reinstall the ceiling in the back of the store where they are extending the sales floor. Instead, they want to cut out the wall and leave a header. See revised Floor Plan, Ceiling Plan and Header Detail. Sheet Number(s): 2 and 3 RECEIVED CRY OF TUKWILA MAR 222012 PERMIT CENTER "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: izt- Entered in Permits Plus on all' 12— )GAAi H:\Applications\Forms- Applications On Line \2010 Applications \7.2010 - Revision Submatal.doc Revised: May 2011 City Tukwila REVISION SUBMITTAL 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 submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail; fax, etc. Date: 2lir I Response to Incomplete Letter # [a— Response to Correction Letter # Plan Check/Permit Number: l Z -CADS ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: J r'((4- V `�ISccJ -tc S Project Address: 0 1-71 SOvn-EC i-01,_ Pl°_' Contact Person: Al�ki,dl LMtc.lr Phone Number: -g (DU' UJl S Summary of Revision: l: G R-kS S Cci,Ld.ec,iiNc.4 �stc:ief �ttl cm OF TUKw FEB 15 20121 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of Tv io Received at the City of Tukwila Permit Center by: ' Entered in Permits Plus on ` ( S H:uppl mms-Applieuions oa Line12010 Applintimn 7 -2010 - Revision Submiltd.dos Crested: 8- 13-2004 Revised: 7 -2010 Contractors or Tradespeople Peer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name FRANS CONSTRUCTION INC UBI No. 602501270 Phone 8587483040 Status Active Address 13446 Poway Rd 221 License No. FRANSCI953L9 Suite /Apt. License Type Construction Contractor City Poway Effective Date 6/29/2005 State CA Expiration Date 6/29/2013 Zip 92064 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date VERHEIJEN, FRANS T President 06/29/2005 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date PLATTE RIVER INS CO 41020182 06/15/2005 Until Cancelled $12,000.00 06/29/2005 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 7 Liberty Surplus Ins Corp DGLLA1088361 03/11/2011 03/11/2012 $2,000,000.0003 /09/2011 6 COT HAWLEY INS MGL0170062 03/11/2010 03/11/2011 $1,000,000.0003 /16/2010 5 COT HAWLEY INS MGL0156886 03/11/2009 03/11/2010 $1,000,000.00 03/11/2009 4 COT HAWLEY INS MGL0154386 03/11/2008 03/11/2009 $1,000,000.0003 /10/2008 3 COT HAWLEY INS MGL0149385 03/11/2007 03/11/2008 $1,000,000.0003 /05/2007 2 MT HAWLEY INS CO MGL0146890 03/11/2006 03/11/2007 $1,000,000.0003 /17/2006 1 MT CO HAWLEY INS MGL0141849 03/11/2005 03/11/2006 $1,000,000.0006 /29/2005 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 03/01/2012 8 3gi DOOR SCHEDULE DOOR # SIZE TYPE MATERIAL HRDW FRAME NOTES 102 3' -0" X T -0" SOUD CORE WD HW -2 HOLLOW METAL 105 3' -0" X 7' -0" SOUD CORE WD HW -1 HOLLOW METAL . HW -1: 1 -1/2 1 1 1 PAIR HINGES WALL /FLOOR STOP CLOSER LATCHSET (LOCK NOT ALLOWED PER CODE) HW -2: 1 -1/2 1 PAIR HINGES WALL/FLOOR STOP CLOSER LOCK SET REVISIONS No changes shalt be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal end may include additional plan review fees. REMOVE EXIST VCT AND REPLACE WITH CERAMIC TILE SEPARATE PE i7,11T REQUIRED FOR: Mechanical ,� Electrical teas eas Piping City of Tukwila ,BUILDING DIVi$IGA aWNW. SI EEr —NCH D 1 /2" PARTITION AS SCHEDULED GWB BOTH SIDES DOUBLE 3 -5/8" MTL. STUD, TYP. PAINTED HM FRAME RELOCATED DOOR DETAIL @ HM JAMB /HEAD, SIN SCALE: 3 " =1' -0" ROOF STRUCTURE 20 GA METL STUD BRACE 0 8' -0" O.C. FROM TOP TRACK TO STRUCTURE ABOVE FOR LATERAL SUPPORT. CONTINUOUS BLOCKING AT SUSPENDED CEIUNG - (WHERE OCCURS) 3 -5/8" 26 GA MTL STUDS 0 16" OC, FROM FLOOR SLAB TO STRUCTURE ABOVE 5/8" TYPE X GWB EACH SIDE 3 -5/8" MTL TRACK, ATTACH TO SLAB WITH 3/4" SHOT PINS 0 16" LINE OF CEILING (WHERE OCCURS) SOUND BATT AT AU. OFFICE AND RESTROOM WALLS OC FULL HEIGHT WALL SCALE: 1- 1/2' =1' -0" HEADER AT E STING WALL SCALE: 1- 1/2 " =1' -0' REVIEWED FOR ,,ODE COM VEN CE APPRO APR 10 a1 City of BUILDING (E)130' -4" iia %SION 5' -11" ELECT 102 J RELOCATED ADJUSTABLE RACK SYSTEM 4' -0" 10'•3" 1 EXJSTI RESTR00M 104 LI STORAGE 105 EXIST HALF WALLS TO REMAIN 0 W DEMO LOWER PORTION OF EXISTING WALL TO 10' -10" AFT. INSTALL NEW HEADER BRACING. SEE DETAIL 3 THIS SHEET 4'WX3'H ONE WAY MIRROR H DEMO EXIST WALL EQ. EQ. EQ. EXIST OUTLETS TO REMAIN, TYP 411 DEMO EXIST WALL 12' -0" L SALES AREA 101 REMOVE (E) FLOOR COVERING AND INSTALL NEW CARPET W/ RUBBER COVE BASE PER SPECIFICATIONS soko \ 1 Ill NEW FLOOR DUPLEX. SAW CUT AND INSTALL 1/2" CONDUIT AND WIRE. PATCH CONCRETE FOR FINISH FLOOR SURFACE, TYP AT (4) LOCATIONS. PAINT WADS PER SPECIFICATIONS INSTALL 6'X7.5' CERAMIC TILE 1 CONDUIT RUN AT FLOOR LEVEL, 1- OUTLET PER BAY, TYP. i i w CASH WRAP COUNTER, ' INSTALL POWER PER SPECIFICATIONS. LOCATE 70' FROM STOREFRONT. FLOOR PLAN Scale: 3/16" = 1' -0" REVISION N Stantec Stantec 12034 134th Court NE, Suite 102 Redmond, WA 98052 Tel. 425.298.1066 Fax. 425.298.1019 www.gantec.com Copyright Reserved The Contractor shall verify and be responsible for all dimension. DO NOT scale the drawing — any errors or omissions shall be reported to Stantec without delay. The Copyrights to al designs and drawings are the property of authorized Stantea Is any purpose other that thb Consultants Legend Notes FILE COPY Permit No., P 12=0M Plan review approval is subject tO errors and omissions. I p naval of cons trucdon documents does not authalfz the violation of any adopted code or ordinance. Receipt of approved : and . '' is acknowlsdgod: /A / City Of itikwlla BUILDING DIVISION Revision A awn REVISIONS A BUIU NrG PERMIT COMMITS BUILDING PERMIT Issued File Name Permit -Seal Client/Project Title BY Appel. YY.MiM•DD JL 2012.03.16 JL 2012.02.14 JL _ 2012.01.10 By Appd. YY.MM.DD Own. Chkd. Dean. YY.MM.DD SI=LicENTIMPIras • 17275 SOUTHCENTER PKWY RE Diu' TUKWILA, WA 98188 CITY 00 TtJrcARA MAR 2 2 2012 PERMIT CENTER FLOOR PLAN p Project No. 2007861075 Scale Drawing No. Sheet 2 2 of 4 Revision HANGER WIRE 0 4' -0" O.C. EA. WAY (1) 12 GA HANGER WIRE 0 FIXTURES WEIGHING LESS THAN 10 LBS 2'--0' X 4' -0" ACOUSTICAL RE SEE SPECS, 1YP. 2X4 RECESSED FLUORESCENT UGHT FIXTURES. SEE ELECT. DRAWINGS. (2) OPPOSING CORNER 12 GA HANGER WIRE 0 FIXTURES WEIGHING BETVYEEN 10-56 LBS MAIN BEAM HANGER WIRE TIE W/ 3 TURNS WITHIN 3' MAX CROSS TEE CEILING DETAILS EMT CONDUIT 1/2" EMT CONDUIT UP TO 5' -10' 3/4" EMT CONDUIT UP TO 1 -8' 1' EMT CONDUIT UP TO 9' -9' METAL STUDS (20 GA) SINGLE 1 -5/8' METAL STUD UP TO 12' -0' BACK -TO -BACK 1 -5/8' METAL STUD UP TO 15' -0' SINGLE 2 -1/2" METAL STUD UP TD 13' -6' BACK -TO -BACK 2 -1/2' METAL SPUD UP TO 15' -0' VERTICAL STRUT SCHEDULE: MAX LENGTHS XIST SPRINKLER D, TYP 1ST SPEAK NTS LATERAL SUPPORT POINT SEE DETAI WHERE FIXTURE ROW FALLS SEMEN MAIN RUNNER, USE 4' -0' LG. MAIN 0 4' -0' 0.C. AS CROSS WEE. 22)-52 GAS. ANGER WIRE FOR TERMINALS WEIGHING SUSPENDED CEILING NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. VERTICAL STRUT METAL STUD OR FAIT CONDUIT, SEE SCHEDULE 'D' FOR MAX LENGTH. CROSS TEE 45. MAX HANGER WIRE SPLAYED 0 45' 4- DIRECTIONS. ALL WIRES ATTACHED TO MAIN BEAM. 45' MAX 45. MAX 45' MAX MAIN BEAM ALL HANGER WIRE SHALL BE 12 GA WIRE AND PLUMB WITHIN 1 TO 6. ALL HANGERS AND RUNNERS SHALL BE ACCURATELY LEVELED AND BE SPACED IN ACCORDANCE WITH MANUF. SPECS. ALL INTERSECTIONS AND CONNECTION ACCESSORIES THROUGHOUT SHALL BE CAPABLE OF WITHSTANDING DESIGN LOADS REQUIRED BY LOCAL CODES. AT LIGHT FIXTURES PROVIDE 12 GA VARE 0 TWO DIAGONALLY OPPOSED CORNERS. SEE REFLECTED CEIUNG PLAN FOR LOCATIONS AND DIRECTIONS OF UGHT FIXTURES. ON TWO ADJACENT SIDES, THE GRID SHALL BE ATTACHED TO THE WALL ANGLE. ON THE OTHER TWO SIDES, THERE SHALL BE A 1/2' CLEARANCE BENEEN THE ENDS OF 1HE GRID AND THE WALL SPREADER BARS ARE REQUIRED TO PREVENT THE SPREAD OF THE MAIN BEAMS AND /OR CROSS TEES. CHANGES IN CEIUNG PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD). ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLEC11ON EQUAL TO 1/360 OF ITS SPAN. SEISMIC SPLAY WIRES SHALL BE ATTACHED TO 1HE (RID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 LBS. WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. SPREADER BARS ARE NOT REQUIRED F A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 INCHES OF THE PERIMETER WALL. SPLICE PROVIDE (2) #10 SCREWS AFTER TILE PANEL IS INSTALLED LATERAL SUPPORT BRACE 0 12' -0" O.C. EACH WAY X 6',0" MAX. y 12' -0" MAX O.C. EACH WAY LATERAL SUPPORT 'I TO LATERAL SUPPORT POINT 'I POINT WITHIN 6' -O' OF EA WALL A DIAG. RESTRAINT PARES SPREADER BAR ON TWO SIDES WHERE GRID IS NOT ATTACHED. MAX 1/2' CLR. ON TWO SIDES WHERE GRID IS NOT ATTACHED. CLOSURE ANGLE AROUND PERIMETER FACE OF WALL OR DEMISING PAR1111CN DRAFTSTOP AS REQ'D BY CODE 2'X2' OR 2'X4' ACOUSTICAL TILE IN METAL SUSPENSION '1' GRID SYSTEM. INSTALL PER IBC SECT. 803.9 & 1621.1. CROSS TEE OR MAIN BEAM RELOCATE EXIST LIGHT FIXTURES AS REQUIRED TO AVOID NEW PARTITIONS,TYP. EXIST FIRE ALARM, TYP ST FIRE EXIST EXIT STATION SIGN REVIEWED FOR CODE APPROVEpNCE APR 10 2012 City of Tukwila BUILDING DIVISION 11 EXIST EXIT SIGN II 11- II SALE 101 +11, -o" EXIST FIRE PULL STATION 1 II -0 EXIST CEILING OUTLET, TYP 11 11 EXIST UGHT FIXTURES TO EXIST CEIUNG GRID TO REMAIN. REMAIN, TYP. BRACE AS REQUIRED PER DETAIL 2 PROVIDE NEW CEIUNG TILES: CELOTEX BET REFLECTED CEILING PLAN BOARD, *WHITE". FLAT Scale: 1/4" = 1' -0" EXIST FIRE SPRKINKLERS TO REMAIN, TYP. 7 lI I 11 1 = p 9 REVISION NCLL Stantec Stantec 12034 134th Court NE, Suite 102 Redmond, WA 98052 Tel. 425.298.1066 Fax. 425.298.1019 www.stanteccom Copyright Reserved The Contractor shall verify and be responsible for ESN dimensions. DO NOT sods the droving - argr errors or omissions shad be reported to Stantec without y. The Copyrights to all designs and drawings ars the properly of purpose Stantec. ReproducUon or use for authorized by Stantec is forbidden other than list Consultants Legend Notes Revision By Mld. WMM•DO A OWNER REVISIONS A emu= PERUtr COMMENTS BUILDING PERMIT Issued F1k Nam Permit -Seal Client/Project JL 2012.03.16 JL 2012.02.14 JL 2012.01.10 By Appd. YY.MM.OD Dwn. Chkd. Dsgn. W.MM.D0 ISLMITIPIALE rpm= 17275 SOUTHCENTER PKWY TUKWILA, WA 98188 Title RECEIV CITY OF n► t-A MAR 2 '2.2012 PERMIT CENTER REFLECTED CLG PLAN/ DETAILS Project No. 2007861075 Drawing No. Scale Sheet Revision SLEEP TRAIN TENANT IMPROVEMENT 17275 SOUTHCENTER PKWY TUKWILA, WA 98188 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 7 2012 • PL, City of ila BUILDING (VISION AGENCY NOTES PROJECT DESCRIPTION INDEX FLOOR AREA: OCCUPANCY CLASSIFICATION: APPLICABLE CODES: JURISDICTION: NUMBER OF OCCUPANTS: 3,800 SF (UNCHANGED) (M) MERCANTILE (UNCHANGED) 2009 IBC & AMENDMENTS, CHAPTER 51 -50 WAC 2009 IMC & AMENDMENTS, CHAPTER 51 -52 WAC 2009 UPC & AMENDMENTS, CHAPTER 51 -56 WAC & 51 -57 WAC 2008 NEC 2009 WASHINGTON STATE ENERGY CODE (WSEC) 2009 IFC & AMENDMENTS, CHAPTER 51 -54 WAC LATEST EDITION OF THE "AMERICAN WITH DISABILITIES ACT" WITH AMENDMENTS CITY OF TUKWILA COMMUNITY DEVELOPMENT DEPARTMENT 6300 SOUTHCENTER BLVD, SUITE 100 TUKWILA, WA 98188 PH: (206) 431.3670 SALES 5,783 SF /30 = 192.7 OFFICE 300 SF /100 = 3.0 TOTAL = 196 OCCUPANTS EXITS REQUIRED: 2 MIN. DISTANCE BETWEEN EXITS: 1 /2 DIAGONAL MEASUREMENT = 137' -4 "/2 = 68' -8" ANY STATE AND LOCAL SEPARATE PERMIT REQUIRED FOR: tfiMechanical tt Electrical aPlumbing Gas Piping City of Tukwila NEW FULL HEIGHT INTERIOR PARTITIONS. NEW MAN DOORS AND ONE WAY MIRROR. NEW ACOUSTIC CEILING TILES ON EXISTING GRID. NEW INTERIOR FINISHES. PLANNING APPROVED No changes .can be made to these plans without approval from the Planning Division of DCD Approved By: Date: SHEET COVER, VICINITY MAP, SITE MAP VICINITY MAP SITE MAP ABBREVIATIONS REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. AFF DEMO E EA EQ FRO GYP MAX MIN MTL N OC TYP VCT ABOVE FINISH FLOOR DEMOLISH EXISTING EACH EQUAL FOR REFERENCE ONLY GYPSUM MAXIMUM MINIMUM METAL NEW ON CENTER TYPICAL VINYL COMPOSITE TILE thy, iyf.43Zie 7 Riot + +rante 4 t arctn £Ili :nlrtire ryf Culinary SI Arty in Battle T� 0ir1 Sp.-191101 Factor)/ / rut nkler f3ivtI (all The? Cni .inr htlnkier Blvd C er ;ter r1 ;¢era 111exteci Mid Dr Ron Ire; ri)r x I. e' Trr'and Or PROJECT LOCATION RECEIVED FEB 15 2012 PERMITCENTER CORRECTION LTR# ' 1)OO? r — ARaeo Stantec 12034 134th Court Ni~ Suite 102 Redmond, WA 98052 Tel. 425.298.1066 Fax. 425.298.1019 wwww.stantec.com Copyright Reserved The Contractor 'sexily and be responeble for d dimensions. DO NOT she the drawing — any errore or omissions chaff be reported to Stouter without delay. SStattec Copyrights Reproduction or use fort any other than that t of authorized by Staniar b forbidden. dot Consultants Legend FILE COPY Permit No., .11..r Plan review approval Is Babied to and oirrt Approval of construction documents does not authorize the violation of any : ► + :;► or ordinance. Receipt of approved Field Copy� . acknowledged: By Date: Notes Cry of Itikwna BUILDING DIVISION Revision Al euitnitic PERMIT COMMETI1s BUILDING PERMIT Issued Fite Name: Permit -Seal Client/Project By Appd. w MM.DD 2012.02.14 JL 2012.01.10 By Appd. W.MM.DD Own. chkd. Dsgn. WJAU.OD r 17275 SOUTHCENTER PKWY TUKWILA, WA 98188 Title COVER Project No. 2007861075 Drawing No. 1 Scale NTS Sheet 1 of 4 Revision DOOR SCHEDULE DOOR # SIZE TYPE MATERIAL HRDW FRAME NOTES 102 3' -0' X 7' -0' SOUD CORE WD HW -2 HOLLOW METAL 105 3' —O' X 7' -0' SOUD CORE WD HW -1 HOLLOW METAL HW -1: 1 -1/2 1 1 1 PAIR HINGES WALL /FLOOR STOP CLOSER LATCHSET (LOCK NOT ALLOWED PER CODE) REMOVE EXIST VCT AND REPLACE WITH CERAMIC TILE HW -2: 1 -1/2 1 1 1 PAIR HINGES WALL/FLOOR STOP CLOSER LOCK SET 1/2 PARTITION AS SCHEDULED GWB BOTH SIDES DOUBLE 3 -5/8' MTL. STUD, TYP. PAINTED HM FRAME RELOCATED DOOR DETAIL @ HM JAMB /HEAD, BIN SCALE: 3' =1' -0" ROOF STRUCTURE //. UNE OF CEILING (WHERE OCCURS) SOUND BATT AT ALL OFFICE AND RESTROOM WALLS FULL HEIGHT WALL SCALE: 1 -1 /2' =1' -0" (E)130' -4" 20 GA METL STUD BRACE 0 8' -0' O.C. FROM TOP TRACK TO STRUCTURE ABOVE FOR LATERAL SUPPORT. CONTINUOUS BLOCKING AT SUSPENDED CEILING (WHERE OCCURS) 3 -5/8 26 GA MIL STUDS 0 16' OC, FROM FLOOR SLAB TO STRUCTURE ABOVE 5/8' TYPE X GWB EACH SIDE 3 -5/8' MTL TRACK, ATTACH TO SLAB WITH 3/4' SHOT PINS 0 16' OC REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 7 2012 City of Tukwila BUILDING DIVISION EXIST OUTLETS TO REMAIN, TYP RELOCATED ADJUSTABLE RACK SYSTEM 1--- -- DEMO PORTION OF EXIST WALL DEMO EXIST WALL 5' -11" r ELECT 102 NEW FLOOR DUPLEX. SAW CUT AND INSTALL 1/2' CONDUIT AND WIRE. PATCH CONCRETE FOR FINISH FLOOR SURFACE, TYP AT (4) LOCATIONS. INSTALL 6'X7.5' CERAMIC TILE �S1/RFMFNT J 4' -0" 10' -3" QA- 11 p\4: X 3 'H ONE WAY MIRROR STORAGE 105 EXIST HALF WALLS TO REMAIN H L L SALES AREA ( 101 REMOVE (E) FLOOR COVERING AND INSTALL NEW CARPET W/ RUBBER COVE BASE PER SPECIFICATIONS 7 CONDUIT RUN AT FLOOR LEVEL, 1— OUTLET PER BAY, TYP. 12' -0" Q DEMO EXIST WALL CASH WRAP COUNTER, INSTALL POWER PER SPECIFICATIONS. LOCATE 70' FROM STOREFRONT. FLOOR PLAN Scale: 3/16" = 1' -0" RECEIVED FEB 15 2012 PERMITCENTER Stantec Stantec 12034 134th Court NE, Suite 102 Redmond, WA 98052 TeL 425.298.1066 Fax. 425.298.1019 www.etanteccom Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing — any errors or omissions shall be reported to Stanteo without The Copyrights to all designs and drawings are the gray y of �= isargr purpose other than 11tat authodz Consultants Narir 007 Revision By APPd• YY MM.DO A wow PERMIT COMMENTS BUILDING PERMIT Issued File Nome: Permit -Seal Client/Project JL 2012.02.14 JL 2012.01.10 By APpd• YY.MUD Dwn. CMod. Dan. Y1 MM.DD 8497 REGISTERED CHITECT JOHN •. !.LACUNA STATE OF WASHINGTON 17275 SOUTHCENTER PKWY TUKWILA, WA 98188 Title FLOOR PLAN Project No. 2007861075 Drawing No. Scale Sheet Revision 2 2 of 4 TRAVEL DISTANCE TO EGRESS PATH = 54' (< 75') I_, 1 EXIST RESTROOM SALES AREA 101 Ili "OM TRAVEL DISTANCE = 74.5' (< 250') TRAVEL DISTANCE = 74.5' (< 250') STORAGE 105 J LEGEND — -- MAIN EGRESS PATH AISLE ACCESSWAY NOTES: 1. MEANS OF EGRESS ILLUMINATION LOCATED ALONG "AISLE ACCESSWAY" SHALL NOT BE LESS THAN 1 FOOT— CANDLE AT THE WALKING SURFACE. 2. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES' ELECTRICAL SUPPLY. 2. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE "AISLE ACCESSWAYS ". EGRESS/ FIXTURE PLAN Scale: 3/16" = REVIEWED AGE CQpAPPROVED FEB 27 2012 City of Tukwila BUILDING DIVISION RECEIVED FEB 15 2012 PERMITCENTER Stantec Stantec 12034 134th Court NE, Suite 102 Redmond, WA 98052 Tel. 425.298.1066 Fax. 425.298.1019 www.etedec.com Copyright Reserved flee Contractor Mall verify and be responsible for all dimensions. DO NOT sods the drawiiyn�g — any minions errors or inions shall be reported to The Copyrights to ail designs and drawings are the of R Montec. eprod or use for any purpose other �t autlarGndy6 Stantec is forbidden. Consultants Legend Notes bi aft- 001 Revision By Mir. ml i.D0 BUILDING PERMIT COMMENTS BUILDING PERMIT Issued Fos Name: Permit -Seal Client/Project JL 201202.14 2012.01.10 By Appd. YY.UM.DD Dwn. Chhd. Dep. w MM.DD 17275 SOUTHCENTER PKWY TUKWILA, WA 98188 Title EGRESS/ FIXTURE PLAN Project No. 2007861075 Drawing No. Scale Sheet Revision 2A 3 of 4 EXIST UGHT FIXTURES TO BE RELOCATED TO NEW GRID LAYOUT 21' -6" ALIGN CEILING GRID WITH SALES AREA CEILING HANGER WIRE 0 4' -0" O.C. EA. WAY (1) 12 GA HANGER WIRE 0 FIXTURES WEIGHING LESS THAN 10 LBS 2' -0' X 4' -0' ACOUSTICAL TILE SEE SPECS, TYP. 2X4 RECESSED FUJORESCENT UGHT FDCRIRES. SEE ELECT. DRAWINGS. ( R RE 0 GA RXXIURES WEIGHING HANGER WI F TWEEN 10-56 LBS MAIN BEAM HANGER WIRE 11E W/ 3 TURNS WITHIN 3' MAX CROSS TEE CEILING DETAILS EMT CONDUIT 1/2' EMT CONDUIT UP TO 5' -10' 3/4" EMT CONDUIT UP TO 7' -8" 1" EMT CONDUIT UP TO 9' -9" METAL STUDS (20 GA) SINGLE 1 -5/8' METAL STUD UP TO 12' -0' BACK —TO —BACK 1 -5/8" METAL STUD UP TO 15' -0" SINGLE 2 -1/2' METAL STUD UP TO 13' -6" BACK —TO —BACK 2 -1/2' METAL STUD UP TO 15' -0' VERTICAL STRUT SCHEDULE: MAX LENGTHS NTS LATERAL SUPPORT POINT SEE DETAI WHERE FIXTURE ROW FALLS BETWEEN MAIN RUNNER, USE 4'—O" LG. MAIN 0 4' —O' O.C. AS CROSS ZEE. (2) 12 GA HANGER WIRE FOR TERMINALS WEIGHING 20-58 LBS. VERTICAL STRUT METAL STUD OR EMT CONDUIT, SEE SCHEDULE "D" FOR MAX LENGTH. SUSPENDED CEILING NOTES: 1. ALL HANGER WIRE SHALL BE 12 GA WIRE AND PLUMB WITHIN 1 TO 6. 2. ALL HANGERS AND RUNNERS SHALL BE ACCURATELY LEVELED AND BE SPACED IN ACCORDANCE WITH MANUF. SPECS. 3. ALL INTERSECTIONS AND CONNECTION ACCESSORIES THROUGHOUT SHALL BE CAPABLE OF WITHSTANDING DESIGN LOADS REQUIRED BY LOCAL CODES. 4, AT UGHT FIXTURES PROVIDE 12 GA WIRE 0 TTNO DIAGONALLY OPPOSED CORNERS. 5. SEE REFLECTED CEIMNG PLAN FOR ILOCA11ONS AND DIRECTIONS OF UGHT RXIURES. 6. ON TWO ADJACENT SIDES, THE GRID SHALL BE ATTACHED TO THE WALL ANGLE. ON THE OTHER TWO SIDES, THERE SHALL BE A 1/2" CLEARANCE BETWEEN THE ENDS OF THE GRID AND THE WAIL 7. SPREADER BARS ARE REQUIRED TO PREVENT THE SPREAD OF 1HE MAIN BEAMS AND /OR CROSS TEES. 8. CHANGES IN CEIUNG PLAN ELEVATICN SHALL BE PROVIDED WITH POSITIVE BRACING. 9. ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD). 10. ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO 1/360 OF ITS SPAN. 11. SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER 'THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 LBS. 12. WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. 13. SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 INCHES OF THE PERIMETER WALL. CROSS TEE 45' MAX HANGER WIRE SPLAYED 0 45' 4— DIRECTIONS. ALL WIRES ATTACHED 1O MAIN BEAM. 45' MAX 45. MAX MAIN BEAM 45• MAX SPUCE. PROVIDE (2) #10 SCREWS AFTER 111E PANEL IS INSTALLED LATERAL SUPPORT BRACE 0 12' -0" O.C. EACH WAY �, 6' —O" MAX. LATERAL SUPPORT POINT WITHIN 6' -0" OF EA WAIL 12' -0 MAX O.C. EACH WAY TO LATERAL SUPPORT POINT SPREADER BAR ON TWO SIDES WHERE GRID IS NOT ATTACHED. MAX 1/2' CLR. ON TWO SIDES WHERE GRID IS NOT ATTACHED. CLOSURE ANGLE AROUND PERIMETER FACE OF WALL OR DEMISING PARTITION DRAFTSTOP AS REQ'D BY CODE tC_dicvvE) r-Oft CODE COMPLIANCE APPROVED FEB 2 7 2012 City of Tukwila BUILDING DIVISION 2'X2' OR 2'X4' ACOUSTICAL TILE IN METAL SUSPENSION "r GRID SYSTEM. INSTALL PER IBC SECT. 803.9 & 1621.1. CROSS TEE OR MAIN BEAM b N EXIST DIFFU F1 WI El WI I WI marri vie" EXIST FIR ALARM, SALE' AREA EXIST CEIUNG TO REMAIN EXIST RESTROOM 104 +7' -11" STORAG EXIST CEIU OUTLET, TY EXIST UGHT FIXTURES TO REMAIN, TYP. REFLECTED CEILING PLAN Scale: 1/4" = 1' -0" EXIST CEIUNG GRID TO REMAIN. BRACE AS REQUIRED PER DETAIL 2 PROVIDE NEW CEIUNG TILES: CELOTEX BET 2X4X5/8 FLAT BOARD, "WHITE ". EXIST FIRE SPRKINKLERS TO REMAIN, TYP. J RECEIVED FEB 15 2012 PERMITCENTER Stantec Stantec 12034 134th Court NE, Suite 102 Redmond, WA 98052 Tel. 425.298.1066 Fox. 425.298.1019 www.stantec.com Copyright Reserved The Contractor ehaN verify and be responsible for all dimensions. 00 NOT sods the drawing :— any errors or omissions alma be reported to Stantso without delay. The Copyrights to ail designs and drawings or the property of Stanton. Reproduction or use for any purpose other than thot authorised by Stantec is forbidden. Consultants Revision BY A SUMO PERMIT COMMENTS BUILDING PERMIT Fgs Issued Nam Permit -Seal Client/Project JL JL YY.MM.DD 2012.02.14 2012.01.10 By Appd. YY.MM.D0 Dwn. Chhd. Degn. YY.MM.DD CISNTIIMIS 17275 SOUTHCENTER PKWY TUKWILA, WA 98188 Title REFLECTED CLG PLAN/ DETAILS Project No. 2007861075 Drawing No. Scale Sheet Revision