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Permit D10-319 - QUALITY SEW & VACUUM - WALLS
QUALITY SEW & VACUUM 1205 ANDOVER PK W D10 -319 Parcel No.: Address: Suite No: Project Name: City oft'u kwila • 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 3523049092 1205 ANDOVER PK W TUICW QUALITY SEW & VACUUM DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: D10 -319 01/11/2011 07 /10/2011 Owner: Name: Address: WACO ENTERPRISE PO BOX 88216 , TUKWILA WA 98138 Contact Person: Name: KIRK FIGENSHOW Address: PO BOX 8019 , COVINGTON WA 98042 Contractor: Name: LINN - DOUGLAS CONSTRUCTION LLC Address: 12846 SE 223RD PL , KENT WA 98031 -3962 Contractor License No: LINNDCL000PC Phone: 253 939 -5190 Phone: (253)638 -1228 Expiration Date: 09/27/2011 DESCRIPTION OF WORK: REPLACE AND ADD 283 LINEAR FEET, 8 FOOT TALL WALLS TO THE EXISTING BULK RETAIL, WAREHOUSE, AND ACCESSORY OFFICE SPACE. WALLS WILL BE BRACED WITH DOUBLE 8 INCH STEEL 20 GAUGE STUDS SPACED EVERY 8 FEET CONNECTED TO CONCRETE FLOOR AND ROOF FRAMING MEMEBERS. DOORS AND LIGHTING WILL BE ADDED AS NOTED ON PLANS. Value of Construction: $42,420.00 Type of Fire Protection: SPRINKLERS /AFA Type of Construction: IIIB Fees Collected: International Building Code Edition: Occupancy per IBC: $2,264.55 2009 0019 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: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: N Number: 0 Size (Inches): 0 N Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Water Main Extension: Water Meter: N Start Time: End Time: Private: Profit: N Private: Public: Non - Profit: N Public: doc: IBC -7/10 D10 -319 Printed: 01 -11 -2011 Permit Center Authorized Signature: • Date: 1 .-1 t 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 autho ' -d to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: lc rz(c- Date: 1 ` { f ` This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDPITONS * ** 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: 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. 6: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 7: 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). 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 9: 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. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: 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) doc: IBC -7/10 D10-319 Printed: 01 -11 -2011 13: Portable fire extinguishers, not housed 'nets, shall be installed on the hangers or kets supplied. Hangers or brackets shall be securely anchored to the ting surface in accordance with the manufa is installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 g) 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) 14: 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) 15: 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) 16: 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) 17: 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) 18: 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) 19: 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) 20: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 21: 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) 22: 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) 23: 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) 24: 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) 25: 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) 26: 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) 27: 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) 28: All new sprinter 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 doc: IBC -7/10 D10 -319 Printed: 01 -11 -2011 systems involving more than 50 heads shall • e the written approval of Factory Mutual or a Fire protection engineer licensed by the State of Washington and ap d by the Fire Marshal prior to submittal to a Fire Prevention Bureau. No sprinlder work shall commence w out approved drawings. (City Ordinance No. 50). 29: 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. 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: 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. 35: 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) 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. doc: 1BC -7/10 D10-319 Printed: 01 -11 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Perinit No. ` VIO 311 Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 1205 Andover Park West, Tukwila, WA Tenant Name: Quality Sew and Vacuum Property Owners Name: Waco enterprises 6N1759 Mailing Address: P.O. Box 88216 King Co Assessor's Tax No.: 352304909208 Suite Number: A-2 Floor: New Tenant: m Yes Tukwila City State 1st ❑ ..No 98138 Zip CONTACT PERSON — who do contact when your permit is ready to be issued Name: Kirk Figenshow Mailing Address: P.O. Box 8019 E -Mail Address: kirk @linn - douglas.com Day Telephone: (253) 939 -5190 Covington City Fax Number: (253) 939 -5189 98042 State Zip GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing', and Gas Piping (pg 5)) Company Name: Linn - Douglas Construction LLC Mailing Address: P.O. Box 8019 Contact Person: Kirk Figenshow E -Mail Address: kirk @linn - douglas.com Contractor Registration Number: LINNDCL000PC Covington City State Day Telephone: (253) 939 -5190 Fax Number: (253) 939 -5190 Expiration Date: 09/27/2011 98042 Zip ARCHITECT OF RECORD — All plans ust be stamped by Architect of Record Company Name: Mitchell Engineering, Inc. Mailing Address: 7821 168th Ave N.E. Contact Person: Michael S Mitchell, PE E -Mail Address: mitchellengineeringinc @comcast.net Redmond City State Day Telephone: (425) 747 -1500 Fax Number: (425) 747 -5403 98052 Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Mitchell Engineering, Inc. Mailing Address: 7821 168th Ave N.E. Contact Person: Michael S Mitchell E -Mail Address: mitchellengineeringinc @comcast.net H:Wpplications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Redmond City State Day Telephone: (425) 747 -1500 Fax Number: (425)474 -5403 98052 Zip it Page 1 of 6 BUILDING PERMIT INFORMATION — 206- 431 -3670 Valuation of Project (contractor's bid price): $ 4 2/ 4 20 Existing Building Valuation: $ Scope of Work (please provide detailed information): Replace & Add 283 If by 8 foot tall walls to the existing bulk retail, wa ki ) and accessory office space. Walls will be braced with double 8 inch steel 20 gauge studs space every 8 feet 101622 R,cz connected to concrete floor and roof framing members. Doors and lighting will be added as noted on plans. Will there be new rack storage? ❑ Yes VI.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below l" Floor 2nd: Floor Std Floor Interior Remodel Addition to Existing Structure Type of Construction per IBC Type of Occupancy per, IBC 39,176 6,533 III -B M 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: 46 Compact: Handicap: 6 Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: gSprinklers (f, 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 ata 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\Fonns- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 NOV -24 -10 WED 14:53 BUMPER TO BUMPER 11 /24 /gojo WED 0:01 FAX 233988 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 Carter to comply with current tbe schedules. EN:d ation of Plan Review -- Applications fox which mo permit is issued within 180 days following the date of application shall expire by limitation. imp anl MecbankalPertrair The Building Official may grant one or moue extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.12 International Building Code (current edition). Villititla10311 The Building Official may grant one extension allow for an additional period not exceeding ISO days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103A.3 Uniform Plumbing Code (current edition). I HEREBY CBttTIFY THAT I RAVE READ AND EXAMINED THIS APPLICATION AlkID KNOW THE SAME TO BE 'TRUE UNDER PENALTY OF PERJURY BY THE LAWS OP TEB STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. 206 725 1755 P.01 00(17/007 BUILDING 0 Sign Print ly • Date: —AO /� Day Teigshaaro; -- (c� 4/Z1 f 3 Matllrrg�►ddrzt3s; 4%l/ ! �� {�vc s� .Dc. -z L. Ctir4 9g//8 sots Caw ztp Ptspvte etonooru-smauaons oa ruotne Apps aeooa caste -FAQ Assatatln44x bn Page 6of6 Parcel No.: Address: Suite No: Applicant: 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 3523049092 1205 ANDOVER PK W TUKW QUALITY SEW & VACUUM RECEIPT Permit Number: Status: Applied Date: Issue Date: D10 -319 ISSUED 11/29/2010 01/11/2011 Receipt No.: R11 -00290 Initials: User ID: Payee: JEM 1165 Payment Amount: $63.00 Payment Date: 02/15/2011 12:48 PM Balance: $0.00 KIRK FIGENSHOW, LIMN- DOUGLAS CONST LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 247332 ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 doc: Receiot -06 Printed: 02 -15 -2011 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tulcwila.wa.us Parcel No.: 3523049092 Address: 1205 ANDOVER PK W TUKW Suite No: Applicant: QUALITY SEW & VACUUM RECEIPT Permit Number: D10-319 Status: APPROVED Applied Date: 11/29/2010 Issue Date: Receipt No.: R11 -00055 Initials: User ID: WER 1655 Payment Amount: $1,710.20 Payment Date: 01/11/2011 01:48 PM Balance: $0.00 Payee: KIRK FIGENSHOW TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 847825 ACCOUNT ITEM LIST: Description 1,710.20 Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,710.20 1,705.70 4.50 doc: Receipt -06 Printed: 01 -11 -2011 • City of Tukwila I 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.tukwild.wa.us Parcel No.: 3523049092 Address: 1205 ANDOVER PK W TUKW Suite No: Applicant: QUALITY SEW AND VACUUM RECEIPT Permit Number: D10-319 Status: PENDING Applied Date: 11/29/2010 Issue Date: Receipt No.: R10 -02379 Payment Amount: $554.35 Initials: JEM Payment Date: 11/29/2010 10:44 AM User ID: 1165 Balance: $857.35 Payee: KIRK FIGENSHOW, LINN - DOUGLAS CONST LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 686322 ACCOUNT ITEM LIST: Description 554.35 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 554.35 Total: $554.35 doc: Receiot -06 Printed: 11 -29 -2010 4. . • INSPECTION RECORD Retain a copy with permit INS ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 0_(206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro ct: Type of Inspection: COMMENTS: ?gels/4;1472V /4-74//-1A/4/ Address: 42. es S An Dow,e p At t4 Date Called: / Special Instructions: 40 #kIXiiZSv Date Wanted: C,2 --.2.6. --./ i a.m p.m. Requester: . Phone No: ' +. .ao6 -3W - X236 Appro4ed per applicable codes. 0 Corrections required prior to approval. COMMENTS: ?gels/4;1472V /4-74//-1A/4/ .. nspecto Date: Z R N PECTION FEE REQUIRE •Prior t next inspection, fee must be al • at 6300 Southcenter Blvd.. ° uite 100. Call to schedule reinspection. • ....a...gm rigour -, i - .r -t... - •,a.••' , e. atna'r`GlC-- ' 1 A • 0. • ht s INSPECTION RECORD. Retain a copy with permit INSPECTION NO. PERMIT NO. • CITY OF.TUKWILA BUILDING DIVISION !e= 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 4h® -31 Pro 'ect: '...,: Type of- Inspection: t d Address: !LO _ L Date Called: ' Special Instructions: • 0�• r% l � � • � Date Wanted � 1 � f � 1� awn `� p.m. Requ stery ic Phone No: Approved per applicable codes: • • El Corrections required prior to approval: COMMENTS: • Date: tr a REINSPECTION FEE REQUIRED. PrOr to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. •.- :re-- •'- rrg•.;• . ice• .'rr -.1 INSPECTION RECORD Retain a copy with permit ,,tip -3 ,'S PERMIT NO. INSP;C ION NO. • . CITY OFTUKWILA BUILDING DIVISION 6300 5outlTcenter Blvd., #100, Tukwila. WA 98188' k -(206) 431 -3670 Permyt Inspection Request Line (206) 431 -2451 Project: i1/4 t; +5611,0411 . / Type of Inspection: .. A dress : / Date Called: Special Instructions: - .o 'riot B f• •.A4.,-4 Date Wanted: r`a.rrm Requester: Phone No: `V. C~. r I: F ;:.. Approved per applicable codes.- • • Corrections required prior to approval. 0- COMMENTS: F. ...urn / .V :iyc. 4 obtro A-74(41.- morisrAl • Fri INS ECTION FE REQUI ' ED.1 ' o next inspection. fee h ust be paid - -6300 Southcenter B d.. cite 100. Call to schedule reinspection: • +, d • ..ems . • •. an --v. -. ,a.�' *- .-:_ •-L nc ^en—°': I 1 «. r• T.7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION IC 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 P ect: 44 i Type of Inspection: - ,pcj j L.: i to (. S h ; re. -- Address: Date Called: :11(c • (�}c .�.F- Special Instructions: � /p-'� ll°"t i! 3 1 ( —le .--10-7-15 + �,) " Date Wanted: 2 - a.m. .Y Requester: t • Phone No. Approved per applicable codes. Corrections required prior to approval. SD IM COMMENTS: ,pcj j L.: i to (. S h ; re. -- :11(c • (�}c .�.F- %.......„ -- pl !). s e1 Air G - a I A • ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300,Southcenter Blvd.. Suite 100. Call to schedule reinspection. zp I I RS•I.V. .11P W±ye¢p . • •.Y. '' J��:�'+- "'n'7$ - .F:!a1 "lam: imttperoppizoi •• �3 •.r.,,;,..:.s,e INSPECTION RECORD Retain a copy with permit INSPECJ.KIN NO. PERMIT NO. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 =367- Permit Inspection Request Line (206) 431 -2451 CAA of o -3ty Project: 0�w / Type of Inspection: ` - `), Address: p�� ��A 12 A,& iCJ L Ulf W Date Called: , Special Instructions: 0-4P-143%; —o t4 , tA ' ■ itA:� 1 Date Wanted: a. Requester,; 7 Phone NN_o'. L • ; • -.- ` • • • • r. Approved'per applicable codes: • .Corrections.required prior to approval. SD COMMENTS: ---; p, P. c-b a 4,44% P e _e„4-../ r leik ., (-)f f- i e- 5 S 1 t, &I T< e. ' 7 t L • ; • -.- ` • ...p _cAe e - APru- /14 k , :A i it - - pector: Dal._. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule.reinspection. LM .arc• - 'e - ... -: - -'- - ' ��• , INSPECTION RECORD Retain a copy with permit 1.)/d --,/ % INSPECTION NO. PERMIT Na . CITY OF TUKWILA BUILDING DIVISION +4-- If- .. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro'ect: 2/.9d r f y •4J 9`Ge tir9 Type of Inspection: ,r ,Q i.27 /lc% 6. A dress: /cva a 445 AAX,Delicie Piz kJ Date Called: -- Special Instructions: Date Wanted: / --,-P- '7 — 7°./ p.m. Requester: Phone No: a04-- ../y5 -49 21 30 • Spproved per applicable codes. El Corrections required prior to approval. COMMENTS: Date Z f/ °INSPECTION FEE REQ !RED. Prior next inspection, fee must be raid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection:: •WIT111•41 INSPECTION RECORD Retain. a copyf with permit INSPECTION NO. PERMIT NO. ' /2-• CITY OF TUKWILA BUILDING DIVISION . „. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: Du 1P-Aiv.11$ oke- Type ot InspeCtion: • 5 ........- ? Work . ke Idtbai. to Addreis: iloS avgbwti V Date Called: % , • Special IntbuCtiOns: .. , 7 . Date Wanted: a f a. . .m. Requester: . • •• • •. Phone NO: _ Approved per per applicable codes. Corrections required prior to approval. 6•11,, COMMENTS: Ilnspecty: Date: 1_7j10 • .1 fl REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be •paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ZfeEPAZIR/9"Zr. "k"..6P1 ZialgME1Mtlagir 11,4 !,1•573c3..r.wo,' ••••• INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit bto- 2,11 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575-4407 Project: U a \ % ` �Pw Jo, < Type of Inspection: _ Q � -✓ e. t ,ter o✓� Address: \ t 0 5 Suite #: ArP w Contact Person: VI- /27/c s 0G -/L f i-fc 1:1,11/4,/,/v - c 66.4 ezD Special Instructions: Monitor: Phone No.: , GiD )\pproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers:__ _ �( Date:. 7 Fire Alarm: 1 Hood & Duct: Hrs.: Monitor: Pre- Fire: Permits: Occupancy Type: no CI , ,r i— : - b.,,,( tau. : t2_ 'c oV f .. Z'S...i \∎ N -a \- \- .f 5 c---- c---- C: \,.e. �t y 0{c. UPZ^ t 1 Vv LA4 hi)k \"ov2 (4';‘‘,..,,,,,\ 4.,1 -e ,. 7.,, `)IA(4 k."..),O eic>r` ,A ic.r ,e ,. ;, c, fz3,11.,:k L Needs Shift Inspection: .! Sprinklers:__ _ �( Date:. 7 Fire Alarm: 1 Hood & Duct: Hrs.: Monitor: Pre- Fire: Permits: Occupancy Type: no Inspector:. • 1N y-! Date:. 7 17_ 1 \ `\ Hrs.: 1.0 $80.00 REINSP ON FEE REQUIRED. You will receive an invoice from the City of Tukwila Financ h Department: Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 a INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit \o PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: cYkQ 1 t i ` �%,,, --�'c g( U�f Type of Inspection: F tYe c,-,,,,Q Address: '2 v S A (3 w Suite #: I-6 rt., fiv.j, Contact Person: V -t r`k t y ee FN,' -F-I w / 1 ,Afi,, Special Instructions: /ts^l C. vaC 3� Phone.No.: t- j -NA!- Doc .I(Z41- cps i C,eO '-.... kfrit L( Z "1, 0 Approved per applicable codes. KCorrections required prior to approval. COMMENTS: . Sprinklers: Fire Alarm: Hood & Duct: I-6 rt., fiv.j, Pre -Fire: f%vid doe., �n0N fl6, - ,.v.J�, 'N67.e,/J3 -WhfY /ts^l C. vaC 3� VVV (ryn Py A( Fw .'j 14 .A I c,(� ? 44k/ `1.,t 4142 y u„d s4.J 1,4 ,ofv cell i•;10,, (b , Ve. VVt ../ cP,1.'5 4 4%,A L...) 1 0 ,,/,,,,,41,,, C -tea .1 3-e Co ? . 1 et Ien(. k,‘ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: . Occupancy Type: Inspecto`r:. .�-. S� Date: Z 77 It Hrs.: 1.6 $80.00 REINSPE ION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Z. INSPECTION RECORD Retain a copy with permit 0/0 -. e) INSPECTION NUMBER !77`. . • CITY OAF TUKWI'LA FIRE DEPARTMENT 444 Andover Park East. Tukwila; Wa; 98188 • • 206 -575 =4407 PERMIT NUMBERS Project: ;4/ 5e14,1-A.5 Type of Inspection: Address: j gam ' Suite #: o•oobv ., , Contact Person: Special Instrucctions: Permits: _ Phone No.: Approved per applicable codes. riCorrections required prior to approval. COMMENTS: '-- O-c Ore.?'" ► C i 0-) �'• _A, ems) _ 1 4 The__ r, 44 _iil .‘ 0440/...44, i 1 f•.. J Needs Shift Inspection: . Sprinklers: Fire Alarm: Hood & Duct: /7. Monitor: Pre -Fire: Permits: _ Occupancy Type: Inspector: (9 • ._ •. • Date: f`2 .0 hi Hrs.: / • $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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit =DM- PERMIT NUMBERS 4' CITY OF TU'KWILA 'FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 \L Project: Q1,1011;4_1 r,a,, 5 Type of Inspection: Alarm_ : n;: -_ Address: I Z t, S #913 Suite # Contact Person: War i.ei' !/'' 1104e Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Dkz'. s`- --- 07- .54:2,Aoro. ' Needs Shift Inspection: Sprinklers: Alarm_ : Hood & Duct: _Fire Monitor: Pre -Are: Permits:. Occupancy Type: 5, .. Date: VI/ clll •'Hrs.: • -• •/ • • . $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. ,'Call to.schedule a reinspection. K f1 . • Word /Inspection Record Ft:). orrn.DoL 1/13/06 ti T.F.D. Form F.P. 113 • FILE COPY REVISED 10/09 ar`v F ELD TECHNICAL INFORMATION Application recommendations for work at the wall or ceiling Suspension Systems for Acoustical Lay -in Ceilings Seismic Design Categories D, E & F This document has been revised based on current Building Code n facilities, suspended reilin s �nskal�ed' in accordance with` #he:prescrija# In all buildings other than structures classified as essential g tv provisions of the 4kt1 documeft# ar deemed to comply with tie Dario building code interpretairo , REVIEWED FOR CODE COMPLIANCE pPDRAUEp FEB 09 2011 City DI T ila IVISION This document provides the IBC 2009' referenced standards for:the installation. of suspension" systems for acoustical lay -in' ceilings~ Incorporation of this; document wilt provide a more uniform standard for installation and inspection. This;' document is designed to accomplis the intent of the International Building Code jIBC) with regard to the requirements for seismlo design category D, E and F fir suspended ceilings and related item Unless supported by engineering, uspension system shall' be: lied per these requirements. the s installed Manufacturers' recommendations should be followed where applicable. RFC /ITN General Recommendations • Referenced sources per hierarchy: 2009 IBC (International Building Code), American Society of Testing Materials (ASTM C 635, ASTM C 636, ASTM E 580/E 580M), American Society of Civil Engineers (ASCE 7 -05) and Ceil- ings and Interior Systems Construction Association (CISCA). • Partitions that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the structure. Bracing shall be indepen- dent of the ceiling splay bracing system. Source: ASCE 7 -05 section 13.5.8.1 • For further information on bracing of non -load bearing partitions refer to NWCB technical document #200 -501. • All main beams are to be Heavy Duty (HD). Source: ASCE 7 -05 section 13.5.6.2.2 a • All cross tees shall be capable of carrying the design load without exceed- ing deflection equal to 1/360 of its span. Source CISCA zones 3 -4 maximum 3 (76mm) figure 1 • These recommendations are intended for suspended ceilings including grid, panel or tile, light fixtures and air terminals weighing no more the 4 lbs. per square foot. Source: ASCE 7 -05 section 13.5.6.1 • All wire ties are to be three tight turns around itself within three inches. Twelve gage Hanger wire spaced 4 foot on cen- ter (figure 1). Source: ASTM C 636 item 2.3.4 • Changes in ceiling planes will require positive bracing. Source: ASCE 7 -05 13.5.2,,; CEIVED NORTHWEST WALL & CEILING BUREAU SUSPENSION SYSTEMS FOR ACOUSTICAL't -Irf G�El1!�� PITCEHTER figure 2 Lateral force Bracing 45° or less i• e, 45° or less 65° or less 45° or less --- Cross lee Main beam -- figure 3 Maximum Recommended Lengths for Vertical Struts 12 gage splayed brace wires T CONDUIT 1/2" EMT conduit 3/4" EMT conduit 1" EMT conduit METAL STUDS' Single 15 /e" metal stud (20 gauge) Back -to -back 1%" metal stud (20 gauge) Single 2 1/2" metal stud (20 gauge) Back -to -back 2'/2" metal stud (25 gauge) up to 5'10' up to 7' 8" up to 9' 9" up to 12' 0" up to 15' 0" up to 13' 6" up to 15' 0" Source: Portland Building Department Note: Plenum areas greater than 15'0' will require engineering calculations. figure 4a Attached Wall Molding Requirements figure 4b Unattached Wall Molding Requirements I R_ WALL maximum 0.1202 ""1 1' 150 ^q minimum 3/4' 119 nun) at unattached wens Spreader bar or other suitable system required 10 keep penm,ter components from ospreading apart Lateral Force Bracing (figures 2 and 3) • Ceilings constructed of lath and plaster or gypsum board, screw or nail at- tached to suspended members that support a ceiling on one level extending from wall to wall shall be exempt from the lateral force bracing requirements. Source: CISCA zones 3-4 • Lateral force bracing is the use of vertical struts (compression posts) and splay wires (see figure 2). • For ceiling areas exceeding 1,000 square feet, horizontal restraint of the ceil- ing to the structural system (lateral force bracing) shall be provided.source: ASCE 7 -05 section 13.5.6.2.2 c • Lateral Force Bracing shall be 12 feet on center (maximum) and begin no farther than 6 feet from walls. Source: CISCA Seismic zones 3 -4 • Seismic splay wires are to be four 12 gage wires attached to the main beam. Wires are arrayed 90° from each other and at an angle not exceeding 45° from the plane of the ceiling. Source: CISCA Seismic zones 3-4 • 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 pounds or the actual design load, with a safety factor of 2, whichever is greater (figure 6b). Source: CISCA zones 3-4 • "Powder- driven shot -in- anchors" (PAF's), when used for seismic application as part of the prescriptive path in Seismic Design Categories D, E and F, shall have an ICC -ES approval for seismic applications and shall require "special inspection" irrespective of the type of occupancy category the structure is in. PAF anchors for kicker wires (splayed wires installed for purposes other than seismic restraint) are exempt from this requirement. Source: State of Oregon, Building Codes Division • Splay wires are to be within 2 inches of the connection of the vertical strut to suspended ceiling. Source: CISCA Seismic zones 3 -4 • Rigid bracing may be used in lieu of splay wires. Source: ASCE section 13.5.6.2.2 c • Ceilings with plenums less than 12 inches to structure are not required to have lateral force bracing. Source: Portland Building Department • Vertical struts must be positively attached to the suspension systems and the structure above. Source: CISCA 3-4 • The vertical strut may be EMT conduit, metal studs or a proprietary compres- sion post (see figure 3). Wall Moldings (figures 4a and 4b) • Wall moldings (perimeter closure angles) are required to have a horizontal flange 2 inches wide. One end of the ceiling grid shall be attached to the wall molding, the other end shall have a / inch clearance from the wall and free to slide. Source: ASCE 7 -05 section 13.5.6.2.2 b • Where substantiating documentation has been provided to the local jurisdic- tion, perimeter clips may be used to satisfy the requirements for the 2 -inch closure angle. Source: State of Oregon, Building Codes Division • The grid shall be attached at two adjacent walls (pop rivets or approved meth- od). Soffits extending to a point at least level with the bottom plane of the grid and independently supported and laterally braced to the structure above are deemed to be equivalent to walls. Source: State of Oregon, Building Codes Divsion Spreader Bars (figure 4b) • Spreader (spacer) bars shall be used to prevent the ends of the main beams and cross tees at perimeter walls from spreading open during a seismic event. Perimeter wires shall not be in lieu of spreader bars. Source: CISCA Seismic zones 3 -4 • Spreader bars are not required at perimeters where runners are attached directly to closure angles. • Wire tying is an acceptable alternative to spreader bars. • Spreader bars are not required if a 90 degree intersecting cross or main is within 8 inches of the perimeter wall. • Where substantiating documentation has been provided to the local jurisdiction, perimeter clips may be used to satisfy the requirements for spreader bars. Source: State of Oregon. Building Codes Division NORTHWEST WALL & CEILING BUREAU • SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS Hanger (Suspension) Wires (figures 5a and 5b) • Hanger and perimeter wires must be plumb within 1 in 6 unless (figure 5a) counter sloping wires are provided (figure 5b). Source: ASTM C 636 section 2.1.4 • Hanger wires shall be 12 gage and spaced 4 feet on center or 10 gage spaced 5 feet on center. Source: ASTM C 636 • Any connection device at the supporting construction shall be capable of car- rying not less than 100 pounds. Source: CISCA zones 3 -4 • Powder- driven shot -in anchors (PAFs) are an approved method of attachment for hanger wires. Source: State of Oregon, Building Codes Division • Terminal ends of each main beam and cross tee must be supported within 8 inches of each wall with a perimeter wire (see figure 4 & 5 b). Source: CISCA zones 3 -4 • Wires shall not attach to or bend around interfering material or equipment. A trapeze or equivalent device shall be used where obstructions preclude direct suspension. Trapeze suspensions shall be a minimum of back -to -back 11/4 inch cold - rolled channels for spans exceeding 48 inches. Source: CISCA zones 3 -4 Electrical fixtures • Light fixtures weighing less than 10 pounds shall have one 12 gage hanger wire connected from the fixture to the structure above. This wire may be slack. Source: CISCA Seismic zones 3-4 • Light fixtures weighing more than 10 pounds and less than 56 lbs. shall have two 12 gage wires attached at opposing corners of the light fixture to the structure above. These wires may be slack. Source: CISCA Seismic zones 3 -4. • Light Fixtures weighing more than 56 lbs. shall be supported directly from the structure above. These wires must be taut. Source: CISCA Seismic zones 3 -4 • Pendant mounted fixtures shall be directly supported from the structure above using a 9 gage wire or an approved alternate support without using the ceiling suspension system for direct support. Source: CISCA Seismic zones 3-4 • Tandem fixtures may utilize common wires. Mechanical Services • Terminals or services weighing 20 lbs. but not more than 56 lbs. must have two 12 gage wires connecting them to the ceiling system hangers or the structure above. These wires may be slack. source: CISCA Seismic zones 3 -4 • Terminals or services weighing more than 56 lbs. must be independently supported directly from the structure above. These wires must be taut. Source: CISCA Seismic zones 3 -4 Seismic Separation Joints (figure 7) • For ceiling areas exceeding 2,500 square feet, a seismic separation joint or full height wall partition that breaks the ceiling shall be provided unless analyses are performed of the ceilings bracing system, closure angles and penetrations to provide sufficient clearance. Source: ASCE 7 -05 section section 13.5.6.2.2 d • The layout and location of the seismic separation joint shall be per the design- er of record and noted on the plans. If a seismic separation joint is required by the designer, the designer may use the generic joint detailed in this document or a proprietary joint. The amount of free movement (gap design) shall be a minimum of 3/4 inch. Source: State of Oregon. Building Codes Division • In lieu of seismic separation joints, the ceiling may be divided into areas less than 2500 square feet by the use of partitions or soffits as follows: partitions shall extend a minimum of 6 inches above the level of the plane of the grid and shall be independently braced to the structure above. Soffits shall extend to a point at least level with the bottom plane of the grid and shall be independently supported and laterally braced to the structure above. Source: State of Oregon Building Codes Division • Other than partitions and soffits, seismic joints may not be used as part of a fire rated ceiling assembly unless substantiating documentation is provided. Source: State of Oregon Building Codes Division Sprinklers For ceilings without rigid bracing, sprinkler head penetrations shall have a 2 inch oversize ring, sleeve or adapter through the ceiling tile to allow free movement of at least 1 inch in all horizontal directions. Flexible head design that can accommodate 1 inch free movement shall be permitted as an alternate. Source: ASCE 7-05 13.5.6.2.2 e figure 5a figure 5b • Countersloping Oa ro \0 t 1I,J 4 figure 6a Vertical hanger wire attachment Shot -in anchor f. Structural concrete Ceiling clip 3 turns 3/4• L_ 5/a. max. Vertical hanger wire figure 6b Splayed seismic bracing wire attachment drill-in expansion anchor Structural concrete Steel strap 1' wide x 2' long x 12 gage minimum 3 turns Splayed seismic bracing wire figure 7 NORTHWEST WALL & CEILING BUREAU • SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS GLOSSARY FOR THIS DOCUMENT (regional terminology may vary) CROSS TEES The cross member that interlock with the main beams, also known as cross runners or cross T -bars. DIFFUSER A circular or rectangular metal grill used for the passage of air from a ducted system. ESSENTIAL SERVICE BUILDINGS Any buildings designed to be used by public agencies as a fire station, police station, emergency operations center, State Patrol office, sheriff's office, or emergency communication dispatch center. GRID The main beams and cross tees of the suspension system. HANGER WIRE 10 or 12 gage soft annealed wire used as primary support for the grid system. Also called suspension wires. NORTHWEST WALL r, CEILING BUREAU LATERAL FORCE BRACING The bracing method used to prevent ceiling uplift or restrict lateral move- ment during a seismic event. Lateral force bracing consists of vertical struts and splay wires. MAIN BEAM The primary suspension member sup- ported by hanger wires, also known as the main runner, carrying tee, carrying runner or mains. MOLDING /CLOSURE ANGLE A light gauge metal angle or chan- nel fastened to the perimeter wall or partition to support the perimeter ends of an ac coustical ceiling grid. PERIMETER CLIPS Proprietary angle bracket attached di- rectly to the wall molding /closure angle which allows for 3/4' movement in the event of seismic activity and interlocks properly with ends of grid system. PERIMETER WIRES Hanger wires placed within eight inches of the surrounding walls. PLENUM The space above a suspended ceiling. SLACK WIRE A 12 gage wire that is not tight or taut. SPREADER or SPACER BAR A bar with notches to prevent the sus- pension system from separating, also called a stabilizer bar. SPLAY WIRES Wires installed at an angle rather than perpendicular to the grid. 1032 -A NE 65th St. Seattle, WA 98115 Phone (206) 524 -4243 Fax (206) 524-4136 Toll Free (800) 524 -4215 info @nwcb.org www.nwcb.org VERTICAL STRUTS The rigid vertical member used in lateral force bracing of the suspension system. Also known as compression posts, seismic pods, seismic struts. Common materials are electrical con- duit (EMT), metal studs or proprietary products. NWCB - Oregon Phone: (503) 295 -0333 Fax: (503) 295 -2733 B.C, Wall and Ceiling Association Phone: (604) 575 -0511 Fax: (604) 597 -7208 Alberta Wall and Ceiling Association Phone: (403) 250 -7045 Fax: (403) 291 -9515 ALASKA • IDAHO • OREGON • WASHINGTON • ALBERTA • BRITISH COLUMBIA • SASKATCHEWAN • /)LINN DOUGLAS Construction, LLC Date: 01.03.11 Jennifer Marshall City of Tukwila Dept. Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Ref: Permit Review Number D10 -319 Response to Correction Letter Dated 12.28.11 Dear Ms. Marshall, • We are providing the following response to your correction letter dated 12.28.2010 for the Quality sew and Vacuum located at 1205 Andover Park West. Our responses correspond to the numbered comments of your correction letter. 1 The Revision 2 drawings have been stamped by our Structural Engineer. 2 The exit path lighting has been changed in accordance with the Review Memo Dated 12.28.10. 3 A partial height partition has been added to the exit path from door number 3 to the rear warehouse exit. 4 Emergency lighting has been added to reflect an average of 1 foot candle. Additional lighting maybe added before inspection if testing does not average out to 1 foot candle along the exit path. 5 Lighted exit and directional signs have been added as noted in the correction memo. 6 The exterior emergency light fixtures have been added as noted. Please contact us should you have any questions and we appreciate your assistance in processing our permit submittal. Kirk D. Figenshow Linn - Douglas Construction, LLC PO Box 8019 Covington, WA 98042 kirk@linn- douglas.com Phone 253 939 5190 Fax 253 939 5189 DID CORRECTION LTR# Z -31q Pride in Quality and Customer Service RECEIVED JAN 04 2011 PERMIT CENTER P.O. Box 8019 • Covington, WA 98042 -8019 • Office 253 - 939 -5190 • Fax 253 - 939 -5189 • build@linn- douglas.com LINNDCL000PC ity • f T i,-) r O Jim Haggerton, Mayor Department of Community Development Jack Pace, Director December 29, 2010 Kirk Figenshow PO Box 8019 Covington, WA 98042 RE: Correction Letter #2 Development Permit Application Number D10 -319 Quality Sew & Vacuum —1205 Andover Pk W Dear Mr. Figenshow, 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, please contact me at (206) 431 -3670. Sincerely, --cAJU cl,1 Bill Rambo Permit Technician encl File No. D10 -319 W:\Permit Center \Correction Letters \2010\D10 -319 Correction Letter #2.DOC 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 o Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 •_i Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: December 28, 2010 Project Name: Quality Sewing and Vacuum Permit #: D10 -319 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. The revised plans submitted in response to review memo #1 were not stamped by the engineer. 2. The exit path is not complete and needs to extend through the retail space to the front door. The path also needs to run along the east wall of the repair room and continue through the warehouse connecting door #1 to door #2. 3. The rear exit path from the retail area and the repair cannot pass through the warehouse without separation via a full or partial height partition. 4. The egress paths noted in items 2 and 3 above are required to have emergency lighting averaging 1 foot candle at the floor level but not less than .1 ft. candle. 5. Lighted Exit signs are required at both doors from the retail area, at the west double doors in the repair space, on the warehouse side of door #1 and at the west door of the warehouse. Directional exit signs should also be placed in the warehouse at northwest corner of the repair room. 6. One emergency light is also required on the exterior side of each exterior exit to light the landing just outside the door. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. e I )LINN... DOU .,LAS Construction, LLC Jennifer Marshall City of Tukwila Dept. Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Ref: Permit Review Number D10 -319 Response to Correction Letter Dear Ms. Marshall, We are providing the following response to your correction letter dated 12.10.2010 for the Quality sew and Vacuum located at 1205 Andover Park West. Our responses correspond to the numbered comments of your correction letter. 1 The drawings have been changed to reflect the designated uses. The previous classification was revised from "B" to "M" and "S1 in a 2006 T.I. 2 The mezzanine is not part of this lease and will not be used by Quality Sew and Vacuum. 3 The load calculations have been provided on sheet Al. The Training Room is actually an office and has been designated as such on the revised drawings. We have also attached an email from our client stating that the room is the training office for all their stores. 4 Defined egress paths have been identified on the plans. The egress path does not go through the stock room and therefore the demarcated partitioned aisle should not be required. 5 The door swings have been corrected. 6 The door schedule has been corrected. 7 The wall heights have been clarified on the drawings. Please contact us should you have any questions and we appreciate your assistance in processing our permit submittal. Thank you, Kirk D. Figenshow Linn - Douglas Construction, LLC PO Box 8019 Covington, WA 98042 kirk@linn- douglas.com Phone 253 939 5190 Fax 253 939 5189 CORRECTION 1)10 -319 Pride in Quality and Customer Service ECEWED DEC 20 2010 P.O. Box 8019 • Covington, WA 98042 -8019 • Office 253 - 939 -5190 • Fax 253 - 939 -5189 • build @linn - douglas.com LINNDCL000PC • • Kirk Figenshow From: Paul LaPonte <qualitysew @gmail.com> Sent: Friday, December 17, 2010 8:09 AM To: Kirk Figenshow Subject: Training "room" at new warehouse Hi Kirk After reviewing the plans I realized I may have mis- communicated the intended use of our training office in the new warehouse. Your site drawing calls this a training room. It is intended as a large office area where we can test various machines and also prepare the various training materials we use at our 11 retail stores. Please call me with any questions. Thanks Paul Paul LaPonte Quality Sewing & Vacuum PO Box 3435 Kirkland, WA 98083 206 - 714 -0955 This message has been scanned for viruses and dangerous content by MailScanner, and is believed to be clean. 1 Min ECE VED DEC 20 2010 T CENTER e-. i'1Pr Ll 13/ f 1 Jim Haggerton, Mayor Department if Community Development December 10, 2010 Kirk Figenshow PO Box 8019 Covington, WA 98042 RE: Correction Letter #1 Development Permit Application Number D10 -319 Quality Sew & Vacuum —1205 Andover Pk W Jack Pace, Director Dear Mr. Figenshow, 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, er Marshall Technician end File No. D10 -319 W:\Permit Center\Correction LettersU2010\D10 -319 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 ® Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: December 6, 2010 Project Name: Quality Sew and Vacuum Permit #: D10 -319 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 previous occupancy classification for this building was B occupancy. The new occupancy shall be "M" for mercantile retail area and "F -1" for the repair and "S -1" storage warehouse. Revise plan cover sheet to show change of use from B to M, F and S occupancy. (2009 IBC Chapter 3) 2. Provide more specific details about the mezzanine and what is it used for including the type and location of access provided to the mezzanine and type of guardrails. 3. Provide square footage for the separate occupancies. Provide occupancy load calculations for each space per IBC Table 1004.1.1. The training room shall be calculated as an "A" occupancy for the purpose of occupant calculations. 4. The occupancy load shall be different than shown on the cover sheet. If the occupant count exceeds 49, two exits are required. The one path of egress is shown is passing through the repair and storage areas. Egress paths through these areas shall be provided with a demarcated minimum 44 inch wide aisle defined by full or partial height fixed walls. Means of egress through stock rooms in Group M occupancies shall meet the requirements in the Exception of IBC 1014.2 #4. Provide clarification and provide a defined egress path to that back exit to meet code for egress. (IBC 1014) 5. Some doors are swinging the wrong direction for emergency egress. Show the egress access doors swinging towards the egress exits. 6. Some doors are not accurately marked in the door schedule referencing the doors on the floor plan. Please reference all correct doors. Specify all door hardware. Hardware shall meet egress and barrier free requirements. 7. Walls referenced are somewhat confusing under the mezzanine indicating full height to the underside of the mezzanine. Some are referenced as partial height. Please provide clarification. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. S PLAN R • �e p /RO -UT)ING SLIP ACTIVITY NUMBER: D10-319 DATE: 02 -07 -11 PROJECT NAME: QUALITY SEW & VACUUM SITE ADDRESS: 1205 ANDOVER PK W Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 'I After Permit Issued DEPARTMENTS: Building Division S iW4 ublic Woks ' '7) L1 vA iv/A- Fire Prevention Structural /A- ) 4( Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 02-08-11 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required nNo further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03-08 -11 Approved Approved with Conditions n Not Approved (attach comments) n 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 PERMITPUy• PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -319 DATE: 01 -04 -11 PROJECT NAME: QUALITY SEW & VACUUM SITE ADDRESS: 1205 ANDOVER PK W Original Plan Submittal X Response to Correction Letter # 2 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: O`O t `I Bil"ding'Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator VI DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 01-06-11 Not Applicable 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 Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 02 -03-11 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 PLAN art BNG SLIP ACTIVITY NUMBER: D10 -319 DATE: 12 -20 -10 PROJECT NAME: QUALITY SEW & VACUUM SITE ADDRESS: 1205 ANDOVER PK W Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPAR MENTS: B�. d2it1i? uilding Division Public Works Fire Prevention n Planning Division Structural Permit Coordinator it DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12-21-10 Complete Incomplete n 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 Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: DUE DATE: 01-18-11 Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: P---)-C1— t 0 Departments issued corrections: Bldg EV Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • PERMIT 1RDCOPYf PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -319 DATE: 11/29/10 PROJECT NAME: QUALITY SEW AND VACUUM SITE ADDRESS: 1205 ANDOVER PK W X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued EPART, ENT.: iris \ -TO PY(J lug di4IPwislon ire Prevention PCP WO Va u is Works Structural 312_ 1V /i4 14 -10 Planning Divi ion Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Complete Comments: DUE DATE: 11/30/10 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: Building Please Route IX1. Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/28/10 Approved ❑ Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 1 Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 I PROJECT NAME: (Uatc'L SY cv * \6()Ahn PERMIT NO: b 10- S (?f SITE ADDRESS: 1}-c)S vry P(L iAJ ORIGINAL ISSUE DATE: REVISION LOG REVISION NiO. DATERECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS ` � `8 -4t �� Summary of Revision: d� �vv�,�.s S�/� �CIGt Cie,{ �� �tv�l�'{ wry dJ4- - , _ . j 1--( ) Received by: I L- fly Lp, 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: 02 -03 -2011 Plan Check/Permit Number: D10 -319 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # • Revision # t after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Quality Sew and Vacuum Project Address: Contact Person: 1205 Andover Park West Unit 2 A Kirk Figenshow Phone Number: (206) 349 -4230 Summary of Revision: The door into the lunch room has been delected and changed to a wrapped openirr accoustical grid without tile has been added to the marketing and training office to hold light fixtures only, the double acting door from the repair room to teh back warehouse has been deleted. FEB 07 2011 Pamir CENTb Sheet Number(s): A -2 Rev 3 Dated 01 -20 -2011 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: L3- Entered in Permits Plus on H:\Applications\Foems- Applications On Line \2010 Applications \7.2010 - Revision Submittal.doc Created: 8 -13 -2004 Revised: 7 -2010 • 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: 01.04.11 Plan Check/Permit Number: D10.319 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Quality Sew and Vacuum Project Address: Contact Person: 1205 Andover Park West Kirk Figenshow Phone Number: (206) 3494230 Summary of Revision: Add additional exit pathway lighting, interior & exterior exit lights, directional exit light fixtures, 48 inch partial height wall at designated exit path from door number 2 to the west exit door and provide an engineers stamp on revision 1 and 2 drawings. RECEIVED t9171V ©FT MWI X1.0.4 PERMIT CENTEP Sheet Number(s): A -1 Rev 1 and A -2 Rev 2. "Cloud" or highlight all areas of revision including date of revisio �\� Received at the City of Tukwila Permit Center by: ta----Entered in Permits Plus on l'+ + ( l H: Applications\Fonns- Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Created: 8-13 -2004 Revised: 7 -2010 • 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: r2 - 2 O — I Q Plan Check/Permit Number: 17 ID- 3 I ci ❑ Response to Incomplete Letter # Er Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: •w 4 f\) 0 0 Contact Person:/�L F� _ Summary of Revision: Phone Number: �(P el L{ 2 env ors TuKtiou DEC 2 0 2P46 P CeNTEP Sheet Number(s): A - 1 g--2-- �I "Cloud" -or highlight all areas 6f revision including date of revigipn Received at the City of Tukwila Permit Center by: -- Entered in Permits Plus on 't0 H:\ApplicationsWoims- Applications On Line\2010 Applications \7-2010 - Revision Submittal.doc Created: 8 -13 -2004 Revised: 7 -2010 • • Joanna Spencer - Re: Quality Sew & Vacuum TI @ 1205 APW D10 -319 Page 1 of 1 From: Todd Reedy To: Joanna Spencer Date: 12/01/2010 12:37 PM Subject: Re: Quality Sew & Vacuum TI @ 1205 APW D10 -319 Hi Joanna, 1205 APW is current on all backflow issues. »> Joanna Spencer 11/30/2010 2:19 PM »> Todd, Are they current on their backflows ? Thanks, Joanna PERMANENT FILE COPY file: / /C:\Documents and Settings \j oanna.TUKWILA\Local Settings \Temp\XPgrpwise \4C... 12/01/2010 Contractors or Tradespeople Tater Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEI 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 LINN - DOUGLAS CONSTRUCTION LLC UBI No. 602069357 Phone 2539395190 Status Active Address Po Box 8019 License No. LINNDCL000PC Suite /Apt. License Type Construction Contractor City Covington Effective Date 10/3/2000 State WA Expiration Date 9/27/2011 Zip 980428019 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status STATEGL055PLSTATEWIDE GLASS LLC Construction Contractor General Unused 10/13/1995 10/1/1999 Archived EAGELG1099PH EAGLE GROUP INC, THE Construction Contractor General Unused 10/8/1991 12/31/2001 Archived NUWES "224C3 NU -WEST INC. Construction Contractor General Unused 2/23/1978 2/23/1984 Archived Business Owner Information Name Role Effective Date Expiration Date FIGENSHOW, KIRK D Partner /Member 01/01/1980 Amount FIGENSHOW, CANDICE R Partner /Member 01/01/1980 BLW115457206809/27/2010 MERKEL, JOEL C • Partner /Member 10/03/2000 10/03/2001 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 AMERICAN STATES INSURANCE 6066726 09/27/2001 Until Cancelled $12,000.00 09/07/2001 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 9 WEST AMERICAN INS CO BLW115457206809/27/2010 09/27/2011 $1,000,000.00 10/01/2010 8 FIRST MERCURY INS CO fmtx006311 09/27/2009 09/27/2010 $1,000,000.00 09/23/2009 7 CONTINENTAL WESTERN INS CO CWP254305024 09/27/2007 09/27/2009 $1,000,000.00 09/26/2008 6 CONTINENTAL WESTERN INSURANCE CWP2543050 09/27/2005 09/27/2007 $1,000,000.0009 /26/2006 5 CONTINENTAL WESTERN INS CO CWP2543050 09/27/2004 09/27/2005 $1,000,000.00 09/23/2004 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 01/11/2011 9 EL_ REMOVE/SHIFT EXISTING CABINET AS REQUIRED. REMOVE PORTION OF WALL TO ALLOW FOR NEW DOOR FRAME REMOVE EXISTING WALLS DOORS, ETC. DEMOLITION FLOOR PLAN SCALE: 3/32" = 1' -0" 4 "x4" 20 GA METAL PLATE 04' -0" O.G. 5/8" TYPE X GYP. BD. BOTH SIDE-5 8" 2OGA METAL STUD SECTION SCALE: NONE EXISTING WOOD ROOF STRUCTURE EXISTING WOOD BEAM OR PURLIN EXISTING GONG. FLOOR SLAB _SLIP TRACK - SEE DETAIL 8" 20 GA METAL STUD �8' PARTIAL HEIGHT WALL (2)-I/8". x I" POWDER ACTUATED FASTENERS ®24 "O.G. 5 -5/8" 25 6A METAL STUDS FOR 8' PARTIAL HEIGHT WALLS TYPICAL WALL SECTION SCALE: NONE 3.5" STL. TUBE BRACING 0 8100 5.5 "x25 GA. STL. STUDS 5/8" TYPE 'X' GAB -TYP. PARTIAL HEIGHT WALL PLAN VIEW SCALE: NONE VERTICAL WIRE HA @ 4' -0" O.C. OR NO. O.C. ALONG EACH M ATTACH TO SUPPORT W/ A MINIMUM OF THREE WALL TYPES M PARTIAL HEIGHT WALL : 5 -5/8" 20 GA STEEL STUDS TO 81-0" 24 "OC; 20 6A STEEL TRACK; 5/8" GYP. BD. BOTH SIDES 2 FULL HEIGHT WALL: 5/5/8" 20 GA STEEL STUDS TO MEZZ FLOOR ABOVE IN/GYP. BD. BOTH SIDES (NEW LUNCH ROOM 4 ELEG ROOM WALLS ONLY) 31 PARTIAL HEIGHT WALL : 3 -5/8" 20 GA STEEL STUDS TO 10' -0" 24 "OC; 20 6A STEEL TRACK; 5/8" GYP. BD. BOTH 510E5 DOOR SGREDULE QI NEW 5'- O "x7' -O" 5.0. WOOD DOOR (STAINED) A/ H. METAL JAMB (PAINTED) 101/2" PAIR BUTTS, PRIVACY LOCK, WALL STOP. SLIP TRACK DETAIL NO.12 GA HANGER ATTACHED TO WOOD STRUCTURE W/ SELF - TAPPING SCREWS 16 "O.C. SELF - TAPPING, SCREWS METAL STUD SCALE: NONE ER -NO. 12 GAUGE I 0 GAUGE @ 5' -0" AI RUNNER M' MR ABOVE TURNS ift/t tiP6-1 eiY-- NOTES: I I. INSTALL PER 80 2. SUSPENDED CEILING ASSEMBLY INCLUDI THAN 4 LBS. PER SQ. FT. 3. ALL WIRE TIES ARE TO BE THREE TIG 4' o /c. 4. LIGHT FIXTURES: - WEIGHING LESS THAN I STRUCTURE ABOVE. - WEIGHING MORE T OPPOSING CORNERS 0 - WEIGHING M WIRES. - PENDAN • USING 5. SPRI ALLOW I " FR GRID, TILES, LIGHT FIXT MAIN RUNNER @ 4' -0" O.C. ►- CROSS RUNNER @ 2' -0" O.C. 5, AND AIR TERMINALS SHALL NOT WEIGH MORE TURNS AROUND ITSELF WITHIN T E INCHES. USE 12 GA. HANGER WIRE SPACED L55. SHALL HAVE ONE 12 GA. HANGER WIRE C • NECTED FROM THE FIXTURE TO THE AN I 0 LBS. AND LESS THAN 56 LBS. SHALL HAVE TWO I : GA. WIRES ATTACHED AT HE FIXTURE TO STRUCTURE ABOVE. THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUt URE ABOVE USING TAUT IXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE U NG A 9 GA. WIRE WITHOUT THE S PENSION SYSTEM FOR DIRECT SUPPORT. NK ' HEAD PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THRO► H THE CEILING TILE TO F. E MOVEMENT OF AT LEAST I " IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN T •'T CAN ACCOMMODATE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATIVE. SUSPENDED CEILING DETAIL SCALE: NONE WAREHOUSE EXIST. MEZZ ABOVE NEW ILLUMINATED EXIT SIGN TYPICAL 8 x 8 tb EXISTING EXIT/ FIXTURE EXIST TOILET EXIST AU= RETAIL AREA \ NEW COMBINATION EMERGENCY/EXIT FIXTURE - TYPICAL 2 PLACES 8'-O "MAX 8" METAL STUDS TO STRUCTURE (TYPICAL) REPAIR 58' -4" El LUNCH RM NEW 36" A OPENING IN EXIST. WALL 7.•111,_IW —131/3 dPJ V TRAINING OFFICE 20' -0" 5 n SEFARATE PERMIT REQUIRED FOR: leMethanical etlectrical ilillumbing r as Piping `y of Tukwila `17'' G DIVISION 8" METAL STUDS TO STRUCTURE (TYPICAL) REVISIONS No changes shall be made to the scope of work without prior approval of -,- iikwila Building Division. . v sicns will require a new plan submittal ;. :J may include additional plan review fees. :., 8' -O "MAX 48 "CLR 48" HIGH PARTIAL HEIGHT WALL - SEE DETAIL NEW WALL MOUNTED EMERGENCY FIXTURES - TYPICAL WHERE SHOWN WAREHOUSE 48 "GLR 1 EXISTING EXIT FIXTURE �\ EXIT NEW EXTERIOR EMERGENCY FIXTURE - TYPICAL 2 PLACES g�\ FIRST FLOOR PLAN - MIDDLE BAY FILE ° Permit No.. utQ" � Ml PIRn review approval Is subject to errors and omissions. /% : rorai of construction documents does not authorize f.. violation of any adopted code or ortmance. Receipt c1 approved Field,,Copy and ,is 4",4 ' ed: City Of `Tukwila BUILDING DIVISION SCALE: 3/32" = I ' -0" REVISIONNO __ %. 1)t.ofY11 NEW CEILING GRID IN MARKETING, RM AT a' -IO" Q NEW CEILING GRID IN TRAINING OFFICE AT q' -10" 3 NOTE: NEW EMERGENCY FIXTURES REQUIRED TO MAINTAIN I FOOT CANDLE ILLUMINATION LEVEL ALONG EGRESS PATH EXIT PATHWAY WITH MARKERS. . REVIEWED FOR — CODE COMPLIANCE E APDct1VFD FEB 0 9 2011 'p L- -- City of Tukwila BUILDING DIVISION RECEIVED FEB 07 2011 PERMIT CENTER + + + --\----- + + + m 1- 5/8" TYPE 'X' GAB -TYP. PARTIAL HEIGHT WALL PLAN VIEW SCALE: NONE VERTICAL WIRE HA @ 4' -0" O.C. OR NO. O.C. ALONG EACH M ATTACH TO SUPPORT W/ A MINIMUM OF THREE WALL TYPES M PARTIAL HEIGHT WALL : 5 -5/8" 20 GA STEEL STUDS TO 81-0" 24 "OC; 20 6A STEEL TRACK; 5/8" GYP. BD. BOTH SIDES 2 FULL HEIGHT WALL: 5/5/8" 20 GA STEEL STUDS TO MEZZ FLOOR ABOVE IN/GYP. BD. BOTH SIDES (NEW LUNCH ROOM 4 ELEG ROOM WALLS ONLY) 31 PARTIAL HEIGHT WALL : 3 -5/8" 20 GA STEEL STUDS TO 10' -0" 24 "OC; 20 6A STEEL TRACK; 5/8" GYP. BD. BOTH 510E5 DOOR SGREDULE QI NEW 5'- O "x7' -O" 5.0. WOOD DOOR (STAINED) A/ H. METAL JAMB (PAINTED) 101/2" PAIR BUTTS, PRIVACY LOCK, WALL STOP. SLIP TRACK DETAIL NO.12 GA HANGER ATTACHED TO WOOD STRUCTURE W/ SELF - TAPPING SCREWS 16 "O.C. SELF - TAPPING, SCREWS METAL STUD SCALE: NONE ER -NO. 12 GAUGE I 0 GAUGE @ 5' -0" AI RUNNER M' MR ABOVE TURNS ift/t tiP6-1 eiY-- NOTES: I I. INSTALL PER 80 2. SUSPENDED CEILING ASSEMBLY INCLUDI THAN 4 LBS. PER SQ. FT. 3. ALL WIRE TIES ARE TO BE THREE TIG 4' o /c. 4. LIGHT FIXTURES: - WEIGHING LESS THAN I STRUCTURE ABOVE. - WEIGHING MORE T OPPOSING CORNERS 0 - WEIGHING M WIRES. - PENDAN • USING 5. SPRI ALLOW I " FR GRID, TILES, LIGHT FIXT MAIN RUNNER @ 4' -0" O.C. ►- CROSS RUNNER @ 2' -0" O.C. 5, AND AIR TERMINALS SHALL NOT WEIGH MORE TURNS AROUND ITSELF WITHIN T E INCHES. USE 12 GA. HANGER WIRE SPACED L55. SHALL HAVE ONE 12 GA. HANGER WIRE C • NECTED FROM THE FIXTURE TO THE AN I 0 LBS. AND LESS THAN 56 LBS. SHALL HAVE TWO I : GA. WIRES ATTACHED AT HE FIXTURE TO STRUCTURE ABOVE. THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUt URE ABOVE USING TAUT IXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE U NG A 9 GA. WIRE WITHOUT THE S PENSION SYSTEM FOR DIRECT SUPPORT. NK ' HEAD PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THRO► H THE CEILING TILE TO F. E MOVEMENT OF AT LEAST I " IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN T •'T CAN ACCOMMODATE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATIVE. SUSPENDED CEILING DETAIL SCALE: NONE WAREHOUSE EXIST. MEZZ ABOVE NEW ILLUMINATED EXIT SIGN TYPICAL 8 x 8 tb EXISTING EXIT/ FIXTURE EXIST TOILET EXIST AU= RETAIL AREA \ NEW COMBINATION EMERGENCY/EXIT FIXTURE - TYPICAL 2 PLACES 8'-O "MAX 8" METAL STUDS TO STRUCTURE (TYPICAL) REPAIR 58' -4" El LUNCH RM NEW 36" A OPENING IN EXIST. WALL 7.•111,_IW —131/3 dPJ V TRAINING OFFICE 20' -0" 5 n SEFARATE PERMIT REQUIRED FOR: leMethanical etlectrical ilillumbing r as Piping `y of Tukwila `17'' G DIVISION 8" METAL STUDS TO STRUCTURE (TYPICAL) REVISIONS No changes shall be made to the scope of work without prior approval of -,- iikwila Building Division. . v sicns will require a new plan submittal ;. :J may include additional plan review fees. :., 8' -O "MAX 48 "CLR 48" HIGH PARTIAL HEIGHT WALL - SEE DETAIL NEW WALL MOUNTED EMERGENCY FIXTURES - TYPICAL WHERE SHOWN WAREHOUSE 48 "GLR 1 EXISTING EXIT FIXTURE �\ EXIT NEW EXTERIOR EMERGENCY FIXTURE - TYPICAL 2 PLACES g�\ FIRST FLOOR PLAN - MIDDLE BAY FILE ° Permit No.. utQ" � Ml PIRn review approval Is subject to errors and omissions. /% : rorai of construction documents does not authorize f.. violation of any adopted code or ortmance. Receipt c1 approved Field,,Copy and ,is 4",4 ' ed: City Of `Tukwila BUILDING DIVISION SCALE: 3/32" = I ' -0" REVISIONNO __ %. 1)t.ofY11 NEW CEILING GRID IN MARKETING, RM AT a' -IO" Q NEW CEILING GRID IN TRAINING OFFICE AT q' -10" 3 NOTE: NEW EMERGENCY FIXTURES REQUIRED TO MAINTAIN I FOOT CANDLE ILLUMINATION LEVEL ALONG EGRESS PATH EXIT PATHWAY WITH MARKERS. . REVIEWED FOR — CODE COMPLIANCE E APDct1VFD FEB 0 9 2011 'p L- -- City of Tukwila BUILDING DIVISION RECEIVED FEB 07 2011 PERMIT CENTER W a o 0 N 06 °z Y: 4 A 0 0 •• N N REVISION CI1Y REVIEW CORRECTIONS CITY REVIEW CORRECTIONS OWNER REVISIONS NO. <CC P.O. BOX 8019 Covington, WA 98042 PHONE: 253 - 939 -5190 FAX: 253 - 939 -5189 CONTACT: Kirk Figenshow ��L /NN- DOUGLAS 1205 ANDOVER PARK WEST UNIT 2A TUKWILA, WASHINGTON ROV! SHEET NO. A-2 of 2 ARCHITECTURAL EXISTING SIDEWALK LANDSCAPING ANDOVER PARK !NEST EXISTING SIDEWALK LANDSCAPING EXIST WAREHOUSE / OFFICE AREA OF REMODEL EXIST WAREHOUSE / OFFICE EXIST WAREHOUSE / OFFICE 51T 212' -6" PLAN SCALE" 1"= 20' 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. I C RDE lEW FOR 0 COMPLIANCE P fVED JAN 07 2011 City BUILDING kwila IVISION EPA RATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BI .DING DIVISION 0 km 0.5 1 iNsk VICINITY MAP NOT TO SCALE OCCUPANCY LOAD DATA SPACE AREA SQ. FT. SQ. FT PER OCCUPANT TOTAL OCCUPANTS EXISTING: A� 0 h. RETAIL 6504 30 217 WAREHOUSE 6246 500 13 OFFICES 184 100 2 ACCESSORY 521 300 2 13455 TOTALS 234 NEW OC z RETAIL 1715 30 57 WAREHOUSE 6877 500 14 OFFICES 1000 100 10 REPAIR 3251 100 33 ACCESSORY 612 300 6 13455 TOTALS 120 FROJEGT DATA TAX PARCEL: SITE ADDRESS: APPLICANT: TENANT: OWNER: PROJECT VALUATION: CODES: ZONING: SQ. FOOTAGE: BUILDING SF: BUILDING TYPE: 352304909208 FILE COPY Permit No., t 0 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 iced Fl Id '' : 4$.11 ,01 s IS acknowledged: By _../ /.,�1.►/. J7 /�a-'/ Data: 1205 ANDOVER PARK WEST, UNIT 2A TUKWILA, WASHINGTON LINN — DOUGLAS CONSTRUCTION,LCC P.O. BOX 8019 COVINGTON, WA 98042 253 - 939- 51900FFICE 253 - 939 -5189 FAX QUALITY SEWING AND VACUUM WACO ENTERPRISE N1759 P.O. BOX 88216 TUKWILA WA 98138 2009 IBC TUKWILA CITY CODE RCW WAC TUC 13455 SQ. FT. 45,892 SQUARE FEET 111 —B SPRINKLERED PREVIOUS TENANT: BULK RETAIL M/ WAREHOUSE S1 PREVIOUS USE: PROPOSED USE: USE CODE: OCCUPANCY LOAD: PARKING: FABRICS OULET STORE BULK RETAIL / WAREHOUSE / REPAIR SHOP MECHANTILE M / WAREHOUSE SI / FACTORY Fl 234 EXISTING, 120 PROPOSED 52 STALLS SHARED PARKING SCOPE OF WORK: CONSTRUCTION OF NEW INTERIOR PARTITIONS LEGAL: 3523049092 1205 ANDOVER PARK W Dl—/I --l/ City Of lbkwila IL.DING DIVISION C • RRECTION L. " # RECEIVED JAN 0 4 2011 PERMITCENTER W © N 06 O Z DRAWN BY: KM CHECKED BY: KF A� 0 h. N I— REVISION CITY REVIEW CORRECTIONS OC z P.O. BOX 8019 Covington, WA 98042 PHONE: 253- 939 -5190 FAX: 253- 939 -5189 CONTACT: Kirk Figenshow LI - Construction, LIC 1205 ANDOVER PARK WEST UNIT 2A TUKWILA, WASHINGTON ROVI SHEET NO. A..1 of 2 ARCHITECTURAL WALL TYPES PARTIAL HEIGHT WALL : 3 -5/8" 20 GA STEEL STUDS TO 8' -O" 24 "OG; 20 6A STEEL TRACK; 5/8" GYP. BD. BOTH SIDES FULL HEIGHT WALL: 3/5/8" 20 GA STEEL STUDS TO MEZZ FLOOR ABOVE IN/GYP. BD. BOTH SIDES (NEW LUNCH ROOM 4 ELEG ROOM WALLS ONLY) DOOR SCHE ULE QI NEW 5'- O "x1 -O" S.G. WOOD DOOR (STAINED) W/ H. METAL JAMB (PAINTED) 101/2" PAIR BUTTS, PRIVACY LOCK, WALL STOP. O2 NEW 6'- O "x7' -O" DOUBLE S.G. WOOD DOOR (STAINED) W / H. METAL JAMB (PAINTED) 101 /2" PAIR BUTTS, WALL STOP, EGRESS AND BARRIER FREE HARDWARE. C3 NEW S'- O "xl' -O" S.G. WOOD DOOR (STAINED) W/ H. METAL JAMB (PAINTED) 101/2" PAIR BUTTS,EGRESS AND BARRIER FREE HARDWARE, WALL STOP. SLIP TRACK DETAIL /4\ NO.12 6A HANGER ATTACHED TO WOOD STRUCTURE W/ SELF- TAPPING SCREWS ®16 "0.G. SELF- TAPPING SCREWS METAL STUD EXIST UNISEX REVIEWED FOR CODE COMPLIANCE APPROVED JAN 07 2011 City of Tukwila BUILDING DIVISION SCALE: NONE 3.5" STL. TUBE BRACING @ 8'O0 3.5 "x25 GA. STL. STUDS 5/8" TYPE 'X' 6WB -TYP. r PARTIAL HEIGHT WALL PLAN VIEW SCALE: NONE Io REMOVE /SHIFT EXISTING CABINET AS REQUIRED. F REMOVE PORTION OF WALL TO ALLOW FOR NEW DOOR FRAME REMOVE EXISTING WALLS DOORS, ETC. DEMOLITION FLOOR PLAN SCALE: 3/32" = I' -0" 4 "x4" 20 GA METAL PLATE ®4'-O" O.G. 5/8" TYPE X GYP. BD. BOTH SIDES 8" 2OGA METAL STUD SECTION 3 SCALE: NONE SCALE: NONE EXISTING WOOD ROOF STRUCTURE 5 -5/8" 25 GA METAL STUDS FOR 8' PARTIAL HEIGHT WALLS EXISTING WOOD BEAM OR PURLIN EXISTING GONG. FLOOR SLAB 1 SLIP TRACK - SEE DETAIL 8" 20 GA METAL STUD 8' PARTIAL HEIGHT WALL (2) -I /8 "4) x I" POWDER ACTUATED FASTENERS •24 "O.C. TYPICAL WALL SECTION 5CALE: NONE /2\ WAREHOUSE RETAIL AREA MARKETING EXIST. MEZZ ABOVE NEW G FIXTU- MBINATION EMERGENCY/EXIT - TYPICAL 2 PLACES 8' -O "MAX TRAINING OFFICE 20' -0" NEW ILLUMINATED EXIT SIGN TYPICAL 8" METAL 5 i TO STRUCTURE (TYPICAL) NOTE: NEW EMERGENCY FIXTURES REQUIRED TO MAINTAIN I FOOT CANDLE ILLUMINATION LEVEL ALONG EGRESS PATH EXIT PATHWAY WITH MARKERS. 58' -4" 1 8' -O "MAX °`48 "GLR I un llki n 141 vYc� • 8" METAL STUDS TO STRUCTURE (TYPICAL) 48" HIGH PARTIAL HEIGHT WALL - SEE DETAIL 48 "GLR NEW WALL MOUNTED EMERGENCY FIXTURES - TYPICAL WHERE SHOWN EXISTING EXIT FIXTURE NEW EXTERIOR EMERGENCY FIXTURE - TYPICAL 2 PLACES FIRST FLOOR PLAN - MIDDLE BAY SCALE: 3/32" = I ' -0" Dio -3�y /2\ RECEIVED JAN 04 2011 PERMIT CENTER + +� —+ + �Wi + + r + + _111___ 5/8" TYPE 'X' 6WB -TYP. r PARTIAL HEIGHT WALL PLAN VIEW SCALE: NONE Io REMOVE /SHIFT EXISTING CABINET AS REQUIRED. F REMOVE PORTION OF WALL TO ALLOW FOR NEW DOOR FRAME REMOVE EXISTING WALLS DOORS, ETC. DEMOLITION FLOOR PLAN SCALE: 3/32" = I' -0" 4 "x4" 20 GA METAL PLATE ®4'-O" O.G. 5/8" TYPE X GYP. BD. BOTH SIDES 8" 2OGA METAL STUD SECTION 3 SCALE: NONE SCALE: NONE EXISTING WOOD ROOF STRUCTURE 5 -5/8" 25 GA METAL STUDS FOR 8' PARTIAL HEIGHT WALLS EXISTING WOOD BEAM OR PURLIN EXISTING GONG. FLOOR SLAB 1 SLIP TRACK - SEE DETAIL 8" 20 GA METAL STUD 8' PARTIAL HEIGHT WALL (2) -I /8 "4) x I" POWDER ACTUATED FASTENERS •24 "O.C. TYPICAL WALL SECTION 5CALE: NONE /2\ WAREHOUSE RETAIL AREA MARKETING EXIST. MEZZ ABOVE NEW G FIXTU- MBINATION EMERGENCY/EXIT - TYPICAL 2 PLACES 8' -O "MAX TRAINING OFFICE 20' -0" NEW ILLUMINATED EXIT SIGN TYPICAL 8" METAL 5 i TO STRUCTURE (TYPICAL) NOTE: NEW EMERGENCY FIXTURES REQUIRED TO MAINTAIN I FOOT CANDLE ILLUMINATION LEVEL ALONG EGRESS PATH EXIT PATHWAY WITH MARKERS. 58' -4" 1 8' -O "MAX °`48 "GLR I un llki n 141 vYc� • 8" METAL STUDS TO STRUCTURE (TYPICAL) 48" HIGH PARTIAL HEIGHT WALL - SEE DETAIL 48 "GLR NEW WALL MOUNTED EMERGENCY FIXTURES - TYPICAL WHERE SHOWN EXISTING EXIT FIXTURE NEW EXTERIOR EMERGENCY FIXTURE - TYPICAL 2 PLACES FIRST FLOOR PLAN - MIDDLE BAY SCALE: 3/32" = I ' -0" Dio -3�y /2\ RECEIVED JAN 04 2011 PERMIT CENTER W a o a N 06 O z r 4 0 ATE N. N REVISION CITY REVIEW CORRECTIONS CITY REVIEW CORRECTIONS °z << P.O. BOX 8019 Covington, WA 98042 PHONE: 253- 939 -5190 FAX: 253- 939 -5189 CONTACT: Kirk Figenshow �LfNN- DOUGLAS 1205 ANDOVER PARK WEST UNIT 2A TUKWILA, WASHINGTON ROVI SHEET NO. A-2 of 2 ARCHITECTURAL WAREHOUSE EXIST. MEZZ ABOVE ii / / / / EJCI$T TOILET RETAIL. AREA NEW DUPL X OUTLET TYPICAL EXIST UNISEX LUNCH RM / / / / / / / ////,//////22 //%. '%%///////////// F//// / / / /. / / / / / / / / / / / / / / / / / / // /,. / / / / / / / / / / / / / / /,/ rte-- -t r J NEW FOURPLEX OUTLET -I TYPICAL r� L_J i 4 l 410 l � i I L.JL_J POWER POLE REPAIR WAREHOUSE MARKETING Jg L1 _ TRAINING ' / / /w // / / /i //////////// ///// // POWER * COMMUNICATIONS PLAN SCALE: 3/32" = I' -0" NEW DATA/PHONE OUTLET TYPICAL Ufr4GH RM WAREHOUSE EXIST. FLUORESCENT STRIPS TO REMAIN / / / / / / / / / / r /-- / / EXIST. MEZZ ABOVE EM RELOCATE EXISTING FIXTURE AND RECONNECT. MODIFY SWITCHING AND CIRCUITING TO SUIT REMOVE EX 4___ LTG I9X URE I MAR/WING EXISTING HIGH BAY FLUORESCENT LIGHTING FIXTURES TO REMAIN UNLESS NOTED OTHERWISE / // / / / / / / /. / / //// / / / / / /%. %///////// // ////// / // /. COREV* kl) Fp DEIPLIANGE R Agvanve,� JAN 07 ail Cnyof Tukwila BUILDING DIVISION 4S "X24" 3 TUBE T3 PENDANT MOUNTED FLUORESCENT FIXTURE. q4 WATTS TYPICAL 10 PLACES ABANDON EXISTING HIGH BAY FIXTURES (2 PLACES) Hui EXISTING HIGH BAY FLUORESCENT LIGHTING FIXTURES TO REMAIN UNLESS NOTED OTHERWISE WAREHOUSE 111 LIGHTING FLUOR PLAN SCALE: 3/32" = I' -0" boo -31 ER RATE APPROVAL L REQUIRED anrP116 NOV 2 9 2010 PERMITCENTER H lai Ice O z DRAWN BY: K.M CHECKED BY: KF DATE REVISION (I). 1 4 .s• 3 II C 0 114 z I DOVER PARK WEST UNIT 2A I ROY ■ SHEET NO. Eat l of 1 ELECTRICAL