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Permit D06-327 - Best Buy - Walls
BEST BUY 17364 SOUTHCENTER PY EXPIRED 05 -19 -07 D06 -327 City o r`Tukwila Parcel No.: 2623049079 Address: 17364 SOUTHCENTER PY TUKW Suite No: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us Tenant: Name: BEST BUY Address: 17364 SOUTHCENTER PY, TUKWILA WA doc: IBC - PERMIT DEVELOPMENT PERMIT Owner: Name: KIR TUKWILA LP Address: 4055 FACTORIA MALL SE, PO BOX 5787, BELLEVUE WA, 98006 Phone: Contact Person: Name: CHAD LOCK Address: 2932 NORTHWESTERN AV, RACINE WI, 53404 Phone: 262 633 -9900 x7 * *continued on next page** Permit Number: D06 -327 Issue Date: 09/18/2006 Permit Expires On: 03/17/2007 Contractor: Name: DAVACO INC. Address: 6688 N CENTRAL EXPWY STE 1400, DALLAS TX 75206 Phone: 214 706 -6620 Contractor License No: DAVACI*9620L Expiration Date:02 /05/2007 Steven M. Mullet, Mayor Steve Lancaster, Director DESCRIPTION OF WORK: INSTALLATION OF FIXTURE WALLS IN EXISTING RETAIL SPACE TO ENCLOSE DEMONSTRATION ROOM. Value of Construction: $31,000.00 Fees Collected: $928.67 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 0008 D06 -327 Printed: 09 -18 -2006 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature:JM I hereby certify that I have read and ordinances governing this work will Signature: Print Name: doc: IBC - PERMIT City sir Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206431 -3665 Web site: ci.tukwila.wa.us N N N N N N N N N N N N Number: 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: 'Z -09s / SSr$c/ Permit Number: Issue Date: Permit Expires On: Size (Inches): 0 Public: Non - Profit: N Public: Steven M. Mullet, Mayor Steve Lancaster, Director D06 -327 09/18/2006 03/17/2007 Date: MI tat this permit and know the same to be true and correct. All provisions of law and d 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 perforrrjnce of work. I am authorized to sign and obtain this development permit. 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. 006 -327 Printed: 09 -18 -2006 City oTukwila Parcel No.: 2623049079 Address: 17364 SOUTHCENTER PY TUKW Suite No: Tenant: BEST BUY 1: ***BUILDING DEPARTMENT CONDITIONS*** Department of Community Development 6300 Southcenter Boulevard, Suite 1/100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us PERMIT CONDITIONS Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D06 -327 Status: ISSUED Applied Date: 08/24/2006 Issue Date: 09/18/2006 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: 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. 9: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 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 a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 14: Maintain fire extinguisher coverage throughout. 15: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. doc: Conditions D06 -327 Printed: 09-18-2006 (IFC 1008.1.8.3 subsection 2.2) City Or' Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: cltukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director 16: 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) 17: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 18: Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. (IFC 901.4) 19: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 20: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 21: 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) 22: 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) 23: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 24: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 25: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Conditions **continued on next page** 006 -327 Printed: 09-18-2006 doc: Conditions 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: ci.tukwila.wa.us Signature: Print Name: rf/l,e./fls S 731eW Steven M. Mullet, Mayor Steve Lancaster, Director I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances goveming this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Date: 9 006 -327 Printed: 09 -18 -2006 CITY OF TUKWI& Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htte://www.citukwila.wa. us ? King Co Assessor's Tax No.: �a- 3O y PO Site Address: l e - q YOnCtkeyew ik Tenant Name: ifielf -15/4 y Property Owners Name: At d SQ 0 C [ G Mailing Address: CONTACT PERSON Name: CLa-eti ok 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** Mailing Address:AreaZ ko.^t ester-AL he E-Mail Address: G © .S'f f r roc Company Name: 12,s2. C' .O Mailing Address: C4C? .f/erf Cea7`vez/ F s'' Contact Person: Loo` r E -Mail Address: - n Contractor Registration Number: DM/6W enj Contact Person: 9 J 1 l z le E-Mail Address: Pe) h.eev. feQ c.scea.PCt!c, r;D AK.. Suite Number: Floor: New Tenant: ❑ Yes ❑..No City G ENERAE CONTRACTOR INFORMATION"- 4centraitor Information for Mechanical (lig 4) for Plumbing and Gas Piping (pg 5)) ARCHITECT OF RECORD - All plans must be wet stamped by Architect.b Company Name: Vert l i e_ iE /G A ilex- 4 4 4-,0 DG _ . r Mailing Address: at f 5 XGtGltvif f LtG, NAr7'/t. Contact Person: ft / / e i 4 J 0 4 son City � Day Telephone: 2r ENGINEER OF RECORD - All, plans must be Wet stamped by Engineer of Record State Zip Day Telephone: i5Z fa CIO P /G1.1 City State Fax Number: 24 2 . r /xr2 7J /cr Zip 79'/2 7`X 7f State Zip 375. `/7, Fax Number: Expiration Date: Company Name: C. H, Arad ! tee._ Mailing Address: ai At S ec-on' t # 90 / /I,; r , /? i N f YDj City Day Telephone: 4/1. tw. #C 77 Fax Number: a/9- . 52 ?. - rrA' y State Sfy 7 y Day Telephone: 7d 2. Orr rice, E -Mail Address: ti d c ob ,Qua, be iitSidkleJe,C. Cook Fax Number: 7`h • St'. C0 & QMppiieatiauWoms-Appliruiau On Iia\ -3006 - Pamir Applia6en.doe Revised: 4-2006 Page 1 of 6 M RMIT,INFoI,21YiKTIQN - 206- 431 -3670 Valuation of Project (contractor's bid price): $ 3G CO 7 � Existin Valuation: $ of Work (please provide detailed information): i 97 iC / l r ' C a. ,47 4 r antic ' / c. -exra7"& , - ete1/ ra..- v to e.cchef'P a znte-cacct.' c sSce^ Will there be new rack storage? ❑..Yes ffi..No (If yes, a separate permit and plan submittal will be required) Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑....Yes ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: p .. Sprinklers ❑..Automatic Fire Alarm 0..None ❑..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑.. Yes 21..No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. SEPUC SYSTEM; ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:tApplications Fonm- Applications On tia&3 -2006 - Permit Applic tion.doc Revised: 4-2006 bit Page2of6 Existing Interior Remodel Addition to . Existing Structure New Type of : Constriction , per IBC '" - Type of Occupancy per B3C In Floor [J . 4 / h 2 Floor 3` Floor Floors ... tbru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport - 1 Detached Carport - . Covered Deck Uncovered Deck RMIT,INFoI,21YiKTIQN - 206- 431 -3670 Valuation of Project (contractor's bid price): $ 3G CO 7 � Existin Valuation: $ of Work (please provide detailed information): i 97 iC / l r ' C a. ,47 4 r antic ' / c. -exra7"& , - ete1/ ra..- v to e.cchef'P a znte-cacct.' c sSce^ Will there be new rack storage? ❑..Yes ffi..No (If yes, a separate permit and plan submittal will be required) Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑....Yes ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: p .. Sprinklers ❑..Automatic Fire Alarm 0..None ❑..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑.. Yes 21..No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. SEPUC SYSTEM; ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:tApplications Fonm- Applications On tia&3 -2006 - Permit Applic tion.doc Revised: 4-2006 bit Page2of6 PERMIT ,APPLICATION DOTES - Applicable to all permits in: this apjilicati Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). plumbinv Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 ER OR AU T ZED AGE Signature: C/c4tc fi CO--6 ati!d Print Name: Mailing Address: 0 / , I Date Application Accepted: QMppliS.imiam is- Appliunmu On IinwV -2006 - permit Applic.uon.doc Remised: 43006 bb Date: e Day Telephone: ?Z 2'cY.3 - I-rave `7 /� City State Zip Date Application Expires: 02. n Page 6 of 6 1 Receipt No.: R.06 -01858 Payee: CHUCK WHITFIELD ACCOUNT ITEM LIST: Description BUILDING INVESTIGATION City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 2623049079 Permit Number: 1306 -327 Address: 17364 SOUTHCENTER PY TUKW Status: ISSUED Suite No: Applied Date: 08/24/2006 Applicant: BEST BUY Issue Date: 09/18/2006 Initials: SB Payment Date: 11/20/2006 03:31 PM User ID: 1670 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Cash 58.00 Account Code Current Pmts 000/322.800 58.00 Total: $58.00 Payment Amount: 958.00 1917 11/20 9716 TOTAL 58.00 doc: Receiot -06 Printed: 11 -20 -2006 ACCOUNT ITEM LIST: Description Current Pmts City of Tukwila Receipt No.: R06 -01458 Payment Amount: 564.60 Initials: JEM Payment Date: 09/18/2006 02:42 PM User ID: 1165 Balance: $O.00 Payee: DAVACO, INC. 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2623049079 Permit Number: D06-327 Address: 17364 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 08/24/2006 Applicant: BEST BUY Issue Date: TRANSACTION LIST: Type Method Description Amount Payment Check 103652 564.60 BUILDING - NONRES STATE BUILDING SURCHARGE RECEIPT Account Code 000/322.100 560.10 000/386.904 4.50 Total: 564.60 9834 09/18 9716 TOTAL 564.60 doc: Receipt Printed: 09 -18 -2006 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2623049079 Permit Number: D06 -327 Address: 17364 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 08/24/2006 Applicant: BEST BUY Issue Date: Receipt No.: R06 -01334 Payment Amount: 364.07 Initials: JEM Payment Date: 08/24/2006 09:37 AM User ID: 1165 Balance: 5564.60 Payee: STATE PERMITS INC TRANSACTION LIST: Type Method Description Amount RECEIPT Payment Check 37965 364.07 ACCOUNT ITEM LIST: Description Current Pmts PLAN CHECK - NONRES Account Code 000/345.830 364.07 Total: 364.07 9007 08/24 9716 TOTAL 364.07 be: Receipt - Printed: 08 -24 -2006 Project: Type of Inspect() Address: 17.3Y / 5 ci.. A , Date Calla' �=ru/!'�i t Special Instru t ions: al Requeste r: 0 44,7)4 Date Wanted: a.m. /7 3 c- Phone 3 -c /4 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 _ (206) 3 -3670 INSPECT Ei Approved per applicable codes. aril' Ate it �• L 4 c /'S Inspector: N NO. INSPECTION RECORD Retain a copy with permit / the-s-, C' S 00 /v $58.00 • EINSPECTION FEE REQU RED. Pnor to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection..` (Receipt No.: (Date: Corrections required prior to approval. Date: Project: s e.....g„ I- A Type of Inspection: ir Cisiedt Addresi a "Date / 'SP Calle : t Special In ti s: s ruc Tat Wanted: , a.m. A P.m• Requester. Phone No: / pproved per applicable codes. 18.k Corrections required prior to approval. COMMENTS: i. 1 ; ..... 1 INSPECTION RECORD L\LV Retain a copy with permit a 2 INSPECTtN NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 3 -3670 4.4.01.1 IDatep...,3eg 17 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be I—I paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. lnspecto 'Receipt No.: 'Date: ... . . . , .. ,..-...... Project: 4 • r ii Type of Inspection: /a/t/ Li Addres . 1177 i / / /riisss Date Call d: Special 'Instrucions. G , / t 1L- ( -U � ate Wanted: m . Requester: Phone lilac" — Z. _2/2 --/t INSPECTION NO. ❑Approved per applicable codes. INSPECTION RECORD Retaima copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- Corrections required prior to approval. COMMENTS: i) /911---L, //ea /2e..1 " " / e1e-- .) ..14. its 0 $58.00 REINSPECTI N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: !Date: COMMENTS: / J eVerf /i44 / 4/5)0. — /C°5i /r (/ r — r7 02 � / i r,n/ /c/.,- / /t/�n — Yc e ? Srn,a 7' P fi 1 Yy.-7NSp --- / ie *M ✓ Date Wanted: _ �_ rc. /6 -26 -U C, p.m. Requester: Phone No: 7 52 -20 S - -iPv r' Project:- /J ° s^f gzec, Type of Inspection: F Address: /73 6 4/ SO /4 0 0th ? Date Called: Special Instructions: Date Wanted: _ �_ rc. /6 -26 -U C, p.m. Requester: Phone No: 7 52 -20 S - -iPv r' INSPECTION RECORD 4 - ---- Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 Approved per applicable codes. Corrections required prior to approval. �nspe • r: Date: _�� /D - Z G - =d 58 dt,tAA l .00 REINSPECTION F REQUIR Prior to inspection, fee must be paid at 6300 Southcenter B vd., Suite 100. Cat( to sechedu(e reinspection. Project: -6c- sr Pa-z,y Type of Inspection: FA rN�� Address: / 73(4 Socm +c,L- iJ7tnC 1-3 Suite #: Contact Person: t» %A, 4}u TR i2 _ Special Instructions: Phone No.: (zc ) ° Jl6 - tbco Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: , Type: 1 INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT e City of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 'Doto- 32t cco - E- Z3B PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 n Corrections required prior to approval. COMMENTS: 1A T 14 (, d Inspector: W t ) $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from T.F.D. Form F.P. 113 OTTO ROSENAU & ASSOCIATES, INC Geotechnical Engineering, Construction Inspection & Materials Testing Report Number. 23768 Description: Field Welding CONSTRUCTION INSPECTION REPORT Project Best Buy Permit Number. D06327 Address: 17364 Southcenter Parkway, Tukwila Job Number. 06 -725 Client Davaco, Inc. Client Address: 6688 North Central Expressway, Suite 1400, Dallas, TX 75206 Inspector and Date Remarks Stephen Ramos 10/27/2006 RECEIVED DEC 01 2006 D ENNT Arrived on site to perform visual inspection of field welding in accordance with project plans, specifications, and AWS D1.3 -98 welding code. Verified certification for field welder. Nathan Suing, cert # B1419 -CTI. Certification was Issued by Carlson testing Inc -Bend OR for process used. Visually inspected field welding of added X -brace straps as required by plan 1/S1. The manufacturer fabricated the x -braces at the comer panels, but additional braces were required due to seismic zone classification. Welds and workmanship meet or exceeded factory specifications. Conforms Copies to: Owner X Client/Contractor Architect X Building Dept. Technical Responsibility: Engineer Bob Schaefer, Project Manager This report applies only to the Items tested or reported and Is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L. Kng Way S., Seattle, Washington 98118 - Phone (206) 725.4600 or 1 888 OTTO - Fax (206) 723 - 2221 Form No.: ADMIN -63-01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES INC. Geotechntcat Engineering, Construction Inspection & Materials Testing Report Number: 52317 Description: Epoxy- Grouted Anchor Bolts CONSTRUCTION INSPECTION REPORT Project: Best Buy Permit Number: D06327 Address: 17364 Southcenter Parkway, Tukwila Job Number. 06 -725 Client: Davaco, Inc. Client Address: 6688 North Central Expressway, Suite 1400, Dallas, TX 75206 Inspector and Date Micah Ruoff 10/27/2006 Remarks Observed epoxy Installation of W diameter all thread bolts embedded 2 W into existing floor for holdown of new steel room. Epoxy used was Simpson SET -PAC E2, ICC #1772. All holes were clean and dry prior to installation. Conforms Copies to: A A Owner X Client/Contractor �( // /�• �!�/ Architect X Building Dept. Technical Responsibility: Engineer Bob Schaefer, Project Manager This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1. 888- OTTO -4-US — Fax (206) 723 -2221 Form No.: ADMIN -63-01 (Rev 05/03) PROJECT: LOCATION: ton Van Sickle, Allen & Associates 2955 Xenium Lane North • Plymouth, MN 55441 (763) 559 -9100 Fax (763) 559 -6023 FILE COPY P ---it !!' STRUCTURAL CALCULATIONS on�. t BEET Conversion Best Buy Store #447 Tukwila, Washington VAA Comm. No. 206319.4 ENGINEER: Van Sickle, Allen and Associates 2955 Xenium Lane North Suite 10 Plymouth, MN 55441 Phone 763 -559 -9100 ARCHITECT: C.M. Architecture 219 North 2 Street, Suite 301 Minneapolis, MN 55401 -1454 DATE: August 15, 2006 Kelsey F. Brown, P.E. Washington License Number: License Expiration Date: 08/15/2006 41093 06/25/2007 REVIEWED FOR CODE COMPLIANCE Annonucn AUG 312006 City Of Tukwila BUILDING DIVISION 'SVAN SICKLE, ALLEN & ASSOCIATES 2955 Xenium Lane North, Suite 10 PLYMOUTH, MINNESOTA 55441-2628 (763) 559-9100 FAX (763) 559-6023 I i __ • ;!. - I t . + A ck4 k .-Af\ - 1 to Dee_ 44 4 - 4 ;-__S_?( 0. *Sik_gl w' 364) JOB SHEET NO. OF CALCULATED BYPIAmei" C y2-twreivC ; DATE 0 8/8/251% CHECKED BY DATE 1 8 • Section Properties Structural (S) Stud Section Properties 890013742' 0.0346 900313743 0.0451 800013744 01596 68918308 0.0713 8008137.97 0.1017 800920049' 04346 609635046 00451 606827644 00566 800820648 02719 60620047 01017 10009182 -3' 00151 1000918244 00566 100081806 00713 108916247 11017 10E425343 0.0451 108335041 00666 18053508 0.0713 1000925097 0.1017 1 1, 1200920044' 00566 12832068 00713 1200935097 01017, 0.388 192 1198 0796 2.833 0.073 0435 0203 1.71 4.134 1.093 2.866 UM 0430 0127 213 5110 1.277 2.855 0112 0423 0.782 218 1303 1.578 2169 0.134 0414 1193 3.72 11/47 2149 1.805 1169 0901 044 132 4.006 1.004 3123 0227 0.712 0182 1.98 6.302 1321 3018 0.292 0.708 0.726 2.47 8578 1.643 3.096 0257 0701 0107 302 1140 2.025 1.686 0435 0.692 1271 422 11.203 2201 2969 0178 0.673 0227 213 8.025 1265 3377 0.168 0.516 0783 216 9.150 1.990 616 0.904 0611 0178 323 12335 2465 9250 0.248 068 1.372 4.87 11967 3.83 3116 0.320 0.483 09533 3.21 1.192 4.06 1177 5.71 17.682 2.544 4206 0.393 0.643 21347 1.88 4291 0.479 0.834 _ 38.417 5.08 428 0135 0815 0.717 244 10708 2.041 3.771 0.531 088 096 825 12177 2.85 3.782 0653 0.154 1.121 361 16.751 3.18 3.749 0.78 0.644 1176 696 21227 4265 3.722 1072 01E 3.190 HE 12.10 465 4.335 4.134 1-003 2942 1000 4.033 5.110 1277 3525 EA 4.000 1303 1418 36.74 404 4.033 1.657 2149 8.8 1037 4000 4.096 0.812 1814 455 6202 1203 3514 1000 6.573 1143 3075 2096 8.140 2435 4529 4048 11703 2301 66.12 8037 a . 4.416 4108 4003 4.001 4100 t r 1025 1.414 2714 602 . 0282 1950 1240 3932 1693 5.030 12.125 3469 5320 328 5000 18.967 3333 $148 287 5= 2 2277 1693 5.213 1 3054 3709 5160 21127 4256 8.40 987 4004 1718 2S58 5252 1321 6761 21447 3168 6140 588 4.08 30417 4189 11717 7814 5000 1110 124 37.38 2006 4.032 8.803 1.579 5440 4018 4.033 8.917 2.149 7122 i 11121 4100 6.513 1475 44.15 2006 4.160 1140 1.984 8621 4048 4055 11103 9639 11124 4000 9150 1.712 61.26 1603 999E 1465 7320 3209 95157 1993 13037 9181 5. 12.80 1179 6626 183 16.751 2.070 79.94 1209 531 11127 4.161 14013 941 1 17.862 2.143 64.17 1321 6836 21447 3265 97.75 2658 6.300 30417 608 17410 7814 6.80 eo- 1: 0.155 0.918 4.709 2191 0.944 0241 1.302 4700 2181 0.945 0170 1480 4881 2.987 0.946 1125 1.782 0180 2.948 0947 3.757 2285 4158 2208 0349 0179 0255 0775 1137 4361 2945 -1406 1369 0150 3.743 -1295 3359 0851 4.812 -1296 3346 0.852 0131 - 1275 3319 0153 7.624 -1253 1E2 0255 a �$ l l 5 .as 0.425 3.404 4336 3.708 0.919 0.836 4.160 4827 3.88 0160 1.88 5.060 4.817 3177 0.961 4731 1708 0.796 3167 0466 10404 4.85 4161 0284 0.987 12305 -1.625 4148 01135 128 11728 4114 4.130 0186 5433 21.268 4491 4.80 0267 1017 11462 -1017 4478 0.945 2.070 1488 - 1136 4.459 0248 1733 11.873 -1.014 4420 0.917 ' Web-height to thickness ratio exceeds 200. Web stiffeners we required at all support points and concentrated loads Bee Section Propertles Table Notes on page 6. *VAN SICKLE, ALLEN & ASSOCIATES JOB Nee-k-- —b6s f 9 2955 Xenium Lane North, Suite 10 PLYMOUTH, MINNESOTA 55441 -2628 (763) 559-9100 FAX (763) 5594023 SHEET NO. OF CALCULATED BYAI.re* &We-WSt DATE O 8/11)20 CHECKED BY DATE Fasteners (Screws and Welds) Screw Table Notes 1. Screw spacing and edge distance shall not be less than 3 x d. (d = Nominal screw diameter) 2. The allowable Toads are based on the steel properties of the members being connected, per AISI section E4. 3. When connecting materials of different steel thicknesses or tensile strength (F the lowest applicable values should be used. 4. The nominal strength of the screw must be at least 3.75 times the allowable bads. 5. Values Include a 3.0 factor of safety. 6. Applied Toads may be multiplied by 0.75 for seismic or wind loading, per AISI A 5.1.3. 7. Penetration of screws through joined materials should not be less than 3 exposed threads. Screws should be Installed and tightened in accordance with screw manufacturer's recommendations. 48 Allowable Loads for Screw Connections (Ibs /screw) Weld Table Notes 1. Weld capacities based on AISI, section E2 2. When connecting materials of different steel thicknesses or tensile strength (F the lowest applicable values should be used. & Values include a 2.5 factor of safety. 4. Based on the minimum allowance Toad for fillet or flare groove welds, longitudinal or transverse Toads. 5. Allowable loads based on E6txoc electrodes. 6. For material less than or equal to .124T thick, drawings show nominal weld size. For such material, the effective throat of the weld shall not be less than the thickness of the thinnest connected part. Allowable Loads for Fillet Welds and Flare Groove Welds .-- 'SW AN SICKLE, ALLEN & ASSOCIATES 2955 Xenium Lane North, Suite 10 PLYMOUTH, MINNESOTA 55441 -2628 (763) 559.9100 FAX (763) 559 -6023 JOB SHEET NO OF CALCULATED BY tykft.4 Set \ tv-eLt 7 DATE 06,1 (ta / ?S CHECKED BY DATE Rer. 6e0100 User: K W- Ma Ver 6.e.,. 26-0e1-2002 (c)1263.2002 ENERCALC Engineering Software Built -Up Section Properties Page 1 E12006 achanee[ prSds106310buie.up. Description [General Information Typo... 01 Rectangular 02 Rectangular 83 Rectangular 04 Rectangular 05 Rectangular 06 Rectangular 07 Rectangular 08 Rectangular 09 Rectangular 610 Rectangular Steel Shapes 1 01: Name Angle 0 deg Depth Location of Centroid from Datum Width Xcg 0.000 h Ycg 0.000 in Area Summary Total Area X cg Dist. Y cg Dist. Built -up Section C Roof Beam Beating Height 5.1410 in Width Height 5.1410 in Width Height 0.0451 M Width Height 0.6330 in Width Height 0.0451 In Width Heigh 0.5330 In Width Height 0.0451 in WC Height 0.0451 in WC Height 0.8330 In Width Height 0.0451 In Width 2.9204 in2 Inc 4.848 In4 r IOC 1.2884 in Iyy 10.472 in4 r YY 1.8937 in Edge Distances from CG... +X 4.8418 In S left 11.8577 in3 8 t 2.1829 in3 +Y 4.8310 In S top 1.0035 in3 *-■••• -Y - 3.5135 in S bottom 1.3798 in3 0.8758 in 0.3100 in Title : Heet Degnr: Ahmet Senyurekli Dncriptlon : Scope: Xcg 0.0461 in 0.0000 in 0.0461 In 6.8950 in 0.8330 In 0.3185 In 0.0451 In 0.8330 in 0.8330 In 0.3185 in 0.0451 In 0.6330 In 5.8950 In 2.8475 In 0.8330 In 5.3785 In 0.0451 In 5.0620 In 0.8330 in 6.3785 In 5.1410 In 1.0000 in 2.0000 in2 Job 006319 Date: 9:37AM, 14 AUG 06 Inc IYy Xbar Ybar Ycg 0.0000 In 0.0000 In 2.6705 in 2.8870 In - 2.5705 In - 2.8870 In 3.2035 In 2.5705 In 2.8870in - 2.5705 In 0.0000 In4 0.0000 In4 0.000 In 0.000 in ith Van Sickle, Allen & Associates, Inc. 2955 Xenium Lane North, Suite 10 (763)559- 9100 PLYMOUTH, MN 55441 FAX (763) 559 -6023 Eerthauake Loads per IBC 2003 Section 1614 In accordance with Section 9 of ASCE 7. Site Class = Occupancy Category = Seismic Use Group = IE = SMS SM1 = SMS = SMI SDS = SDI SDS = SDI = Seismic Design Category = Seismic Design Category = Cs = Cs MAX = CS MIN = V 1 1.52 F.' Ss F„' S 1.504 0.755 (2/3) • SMS ( * SMI 0.334 1.302 0.044 PROJECT: CALCULATED BY: JOB NO.: DATE: SHEET NO.: Stores: 447. 477. 830. 498. 451. 453. 289 Store # 498 Governs Design D per IBC 2003 Section 1615.1.1 and Table 1615.1.1 II per IBC 2003 Table 1604.5 (I, II, III, or IV) per IBC 2003 Table 1604.5 (I, II, or III) 1 Seismic Importance factor per IBC 2003 Table 1604.5 S = 1.504 Short Period Spectral Acceleration per IBC 2003 Figures 1615 5 = 0.497 1 -Sec Period Spectral Acceleration per IBC 2003 Figures 1615 Note: Seismic Design Parameters Version 3.10 is used to determine Ss and S F. = Site Coefficient for short periods per IBC 2003 Table 1615.1.2(1) F„ = Site Coefficient for 1 -Sec period per IBC 2003 Table 1615.1.2(2) per IBC 2003 Section 1615.1.2 Equation 16 -38 per IBC 2003 Section 1615.1.2 Equation 16-39 per IBC 2003 Section 1615.1.2 Equation 16 -40 per IBC 2003 Section 1615.1.2 Equation 16-41 D for Short Period per IBC 2003 Table 1616.3(1) D for 1 -Sec Period per IBC 2003 Table 1616.3(2) Per IBC 2003 Section 1617.4 Equivalent lateral force procedure for seismic design of buildings: "The provisions given in Section 9.5.5 of ASCE 7 shall be used. Calculate Period Der ASCE 7 Section 9.5.5.3 C = 1.4 Coefficient per ASCE 7 Table 9.5.5.3.1 T. = C,' h„' per ASCE 7 Equation 9.5.5.3.2-1 q= 0.02 Period Parameter per ASCE 7 Table 9.5.5.3.2 h (ft) = 12 Height above base x = 0.75 Period Parameter per ASCE 7 Table 9.5.5.3.2 = 0.13 per ASCE 7 Equation 9.5.5.3.2 -1 Calculate Seismic Base Shear oer ASCE 7 Section 9.5.5.2 V = C.' W per ASCE 7 Equation 9.5.5.2 -1 C. = S I / R per ASCE 7 Equation 9.5.5.2.1 -1 Cow„ = SDI * I E / (T R) per ASCE 7 Equation 9.5.5.2.1 -2 C. MIN = 0.044' S 1 per ASCE 7 Equation 9.5.5.2.1 -3 R = 3.0 Response Modification Factor per ASCE 7 Table 9.5.2.2 ... S HEET Ahmet Senyurekli 06319 08/15/06 Ter r 34 Di st Store Store Name 1 40 EAU CLAIRE Stat e Store Type Project Comments Proje ct Start Date Proje ct End Date GC and Fixture Installer LA 45K C4.5 HEET Plus 10/1 10/12 Thomas Grace TX 30K C5 HEET Plus 10/1 10/12 Thomas Grace AR 45K C3 -1 HEET Plus 10/1 10/19 HJ Martin 31 45 477 LYNNWOOD 31 57 526 BOISE 32 24 108 VICTORVILLE 37 21 158 WINSTON/SALEM 36 52 227 EVANSVILLE 35 49 406 GRAND RAPIDS I 36 52 161 FLORENCE 37 68 821 RALEIGH (TRIANGLE) 35 16 402 UTICA 32 31 114 FULLERTON 35 16 414 OAKLAND MALL 35 10 324 COUNTRYSIDE 31 50 873 COLMA 32 24 392 MORENO VALLEY 31 46 451 BEAVERTON 38 58 374 YONKERS 37 43 586 SOUTH HILLS 36 20 429 REGENCY MALI. 37 23 162 PARMA 33 26 178 LAKELINE 33 56 347 LAFAYETTE 34 1 540 COON RAPIDS 33 65 1035 MANSFIELD 34 13 275 WEST LITTLE ROCK WA 45K C5 HEET Plus ID 45K C5 HEET Plus CA 45K C3 -1 HEET Plus NC 58K C3-1 HEET Plus IN 45K C5 HEET Pius MI 45K C3-1 HEET Plus KY 45K C3-2 HEET Plus NC 45K C5 HEET Plus 9/10 9/21 Central 9/10 9/21 Davaco 9/10 9/28 Davaco 9/10 9/28 Groom 9/17 9/28 Kyle 9/17 10/5 Kyle 9/24 10/5 Coast to Coast 9/24 10/5 Groom MI 45K C5 HEET Plus 9/24 10/5 Kyle CA 45K C3-1 HEET Plus MI 45K C3 -1 HEET Plus IL 45K C2 HEET Plus CA 45K C5 HEET Plus CA 30K C5 HEET Plus OR 45K C4.5 HEET Plus NY 45K C4.5 HEET Plus PA 45K C3-2 HEET Plus FL 45K C4.5 HEET Plus OH 58K C3 -2 HEET Plus TX 42K C4.5 HEET Plus 9/24 10/12 Central 9/24 10/12 Kyle 9/24 10/12 Lankford 10/1 10/12 Central 10/1 10/12 Davaco 10/1 10/12 Davaco } 10/1 10/12 Groom 10/1 10/12 Groom 10/1 10/12 HJ Martin 10/1 10/12 Kyle 10/1 10/12 Thomas Grace WI 45K C3-2 HEET Plus Test 8/13 8/31 Thomas Grace MN 45K C5 HEET Pius 10/1 10/12 Thomas Grace S erif ; Des, 34 6 277 METCALF 31 62 499 EMERYVILLE 35 17 416 EAST LANSING 32 102 WEST COVINA r 32 33 106 PALMDALE 3146 453 SALEM 37 43 432 MONROEVILLE 38 44 599 CEASAR'S BAY 35 10 319 HARLEM/IRVING 34 6 206 OMAHA EAST 33 59 241 LAREDO 38 48 460 POUGHKEEPSIE 37 30 156 TUTTLE CROSSING 33 56 495 BATON ROUGE 34 3 25 SOUTHRIDGE 37 23 278 CHAPEL HILL 31 45 447 TUKWILA 37 29 421 CHESAPEAKE 38 38 589 N.E. PHILADELPHIA 36 36 165 MEMPHIS 33 66 338 W. ALBUQUERQUE 37 68 174 FAYETTEVILLE 38 54 538 SYRACUSE 36 70 383 BIRMINGHAM KS 45K C3 -1 HEET Plus CA 45K C5 HEET Plus MI 58K C3-2 CA 45K C3-1 CA 58K C3-1 OR 45K C4.5 HEET Plus PA 45K C4.5 HEET Plus IL 45K C4.5 HEET Plus HEET Plus HEET Plus HEET Plus 45K C5 HEET Pius 45K C5 HEET Plus TX 45K C4.5 HEET Pius 45K C4.5 HEET Pius OH 45K C3-2 HEET Plus LA 45K C5 HEET Plus 45K C3 -1 HEET Plus OH 58K C3 -1 HEET Plus WA 45K C4.5 HEET Plus VA 42K C4.5 HEET Plus 45K C3 -2 HEET Plus TN 45K C3 -2 HEET Plus NM 45K C4.5 HEET Pius NC 42K C4.5 HEET Pius NY 45K C4.5 HEET Plus AL 45K C4.5 HEET Pius 10/1 10/19 Thomas Grace 10/8 10/19 Davaco 10/8 10/19 Kyle 10/14 10/26 Davaco 10/15 10/26 Davaco 10/15 10/15 10/15 10/15 10/15 10/26 Davaco 10/26 Groom 10/26 Groom 10/26 Lankford 10/26 Thomas Grace 10/15 10/26 Thomas Grace 10/15 10/27 Groom 10/15 10/27 Kyle 10/15 10/27 Thomas Grace 10/15 11/2 Coast to Coast 10/15 11/2 Kyle 10/22 . 11/2 Davaco 10/22 11/2 Groom 10/22 11/2 Groom 10/22 11/2 Thomas Grace 10/29 11/9 Central 10/29 11/9 Groom 10/29 11/9 Groom 10/29 11/9 Thomas Grace 36 26 555 HIALEAH FL 58K C3 -1 HEET Plus Lff:1-43 re- 41 avems 10/1 10/19 HJ Martin Desn 4-' c.iln;vuc wUauy vuLyue: USGS science for changing work] The input zip -code is 60459. SApre. �' 1 ZIP CODE 60459 LOCATION 41.7436 Lat. - 87.7698 Long. DISTANCE TO NEAREST GRID POINT 5.4555 laps NEAREST GRID POINT - 41.7 Lat. -87.8 Long. Probabilistic ground motion values, in %g, at the Nearest Grid point are: 10 %PE in 50 yr 5 %PE in 50 yr 2%PE in 50 yr PGA 2.669115 5.017017 10.351330 0.2 sec SA 6.174423 10.922760 20.432581 "- SS 0.3 sec SA 5.199636 8.505575 16.289030 1.0 sec SA 2.149386 3.815591 7.028670 - 5l rage 1 of 3 The input zip -code is 60631. S -Vere 3' ZIP CODE 60631 LOCATION 41.9939 Lat. - 87.8108 Long. DISTANCE TO NEAREST GRID POINT 1.1200 ]arts NEAREST GRID POINT 42.0 Lat. -87.8 Long. Probabilistic ground motion values, in %g, at the Nearest Grid point are: 10%PE in 50 yr 5 %PE in 50 yr 2%PE in 50 yr PGA 2.504094 4.655265 9.574389 0.2 sec SA 5.593100 10.005270 18.634171 - 55 0.3 sec SA 4.805576 8.004248 14.821950 1.0 sec SA 1.902354 3.523235 6.329100 The input zip -code is 60438. � '. ZIP CODE 60438 LOCATION 41.5655 Lat. - 87.5516 Long. DISTANCE TO NEAREST GRID POINT 5.5604 lens NEAREST GRID POINT 41.6 Lat. -87.6 Long. Probabilistic ground motion values, in %g, at the Nearest Grid point are: 10%PE in 50 yr 5%PE in 50 yr 2%PE in 50 yr PGA 2.597274 4.756413 9.619063 0.2 sec SA 5.991136 10.456290 18.862829 - SS 0.3 sec SA 5.147316 8.346375 15.555120 1.0 sec SA 2.168208 3.819439 6.993475 '� S The input zip -code is 60077. J C 4 Or 3 0 2 ZIP CODE 60077 LOCATION 42.0333 Lat. - 87.7580 Long. DISTANCE TO NEAREST GRID POINT 5.0749 ]arts NEAREST GRID POINT 42.0 Lat. -87.8 Long. Probabilistic ground motion values, in %g, at the Nearest Grid point are: 10 %PE in 50 yr 5 %PE in 50 yr 2 %PE in 50 yr PGA 2.504094 4.655265 9.574389 0.2 sec SA 5.593100 10.005270 18.634171 '..- SS 0.3 sec SA 4.805576 8.004248 14.821950 1.0 sec SA 1.902354 3.523235 6.329100 - 5 l The input zip -code is 60525. htt p:// eqint. cr. usgs. gov /eq- men/cgi- bin/zipcode- 06.cgi 8/11/2006 e.ipwuuc a,vuauq vuLpuu rage 2. or s ZIP CODE 60525 LOCATION 41.7952 Lat. - 87.8757 Long. SA pry 32.4 DISTANCE TO NEAREST GRID POINT 2.0867 )arts NEAREST GRID POINT 41.8 Lat. -87.9 Long. Probabilistic ground motion values, in %g, at the Nearest Grid point are: 10 %PE in 50 yr 5 %PE in 50 yr 2 %PE in 50 yr PGA 2.677643 5.089324 10.836230 0.2 sec SA 6.143233 11.007230 21.048290 ' ' 5 .5 0.3 sec SA 5.158678 8.504222 16.427580 1.0 sec SA 2.097097 3.762798 6.904259 S I The input zip -code is 83709. ZIP CODE 83709 SA-pp.e 52. LOCATION 43.5736 Lat. - 116.2904 Long. DISTANCE TO NEAREST GRID POINT 3.0285 laps NEAREST GRID POINT 43.6 Lat. -116.3 Long. Probabilistic ground motion values, in %g, at the Nearest Grid point are: 10 %PE in 50 yr 5 %PE in 50 yr 2 %PE in 50 yr PGA 6.979467 9.544659 14.097280 0.2 sec SA 16.190281 22.087780 33.813568 'SS 0.3 sec SA 14.334850 19.030760 28.707769 1.0 sec SA 5.062447 6.800054 10.368650 ^S 1 The input zip -code is 98188. SA 4 ZIP CODE 98188 'T LOCATION 47.4342 Lat. - 122.2861 Long. DISTANCE TO NEAREST GRID POINT 3.9455 loos NEAREST GRID POINT 47.4 Lat. -122.3 Long. Probabilistic ground motion values, in %g, at the Nearest Grid point are: 10 %PE in 50 yr 5 %PE in 50 yr 2 %PE in 50 yr PGA 31.293449 40.851151 55.394939 0.2 sec SA 66.365044 104.852898 127.370201 SS 0.3 sec SA 59.725670 91.768822 122.026100 1.0 sec SA 20.979300 29.720091 43.530849 S I The input zip -code is 98036. ? 4 } ZIP CODE 98036 LOCATION 47.8146 Lat. - 122.2796 Long. DISTANCE TO NEAREST GRID POINT 2.2308 lane NEAREST GRID POINT 47.8 Lat. -122.3 Long. Probabilistic ground motion values, in %g, at the Nearest Grid point are: 10 %PE in 50 yr 5%PE in 50 yr 2 %PE in 50 yr PGA 30.582581 39.600521 54.695000 S $ 0.2 sec SA 64.614822 102.769897 125.740402 �' 0.3 sec SA 59.291420 89.106361 119.932404 1.0 sec SA 20.917770 29.420450 42.548000 S 1 The input zip -code is 98409. ✓` cp e ei O ZIP CODE 98409 LOCATION 47.2084 Lat. - 122.4778 Long. DISTANCE TO NEAREST GRID POINT 1.9270 ]arts NEAREST GRID POINT 47.2 Lat. -122.5 Long. Probabilistic ground motion values, in %g, at the Nearest Grid point are: 10 %PE in 50 yr 5 %PE in 50 yr 2 %PE in 50 yr PGA 28.169371 38.150230 53.197781 http:// eqint. cr. usgs. gov /eq- men/cgi- bin/zipcode- 06.cgi 8/11/2006 c.ipa.vuc i.w■up vuIpUL 0.2 sec SA 61.723869 0.3 sec SA 55.396992 1.0. sec SA 20.275909 PROJECT INFO: SEISMIC HAZARD: Hazard by Zip Code 95.205948 76.706657 27.957460 122.690697 SS 114.802002 39.327560 " The input zip -code is 98005. S S ZIP CODE 98005 LOCATION 47.6146 Lat. - 122.1684 Long. DISTANCE TO NEAREST GRID POINT 2.8782 Ions NEAREST GRID POINT 47.6 Lat. -122.2 Long. Probabilistic ground motion values, in %g, at the Nearest Grid point are: 10 %PE in 50 yr 5%PE in 50 yr 2 %PE in 50 yr PGA 32.505981 46.260220 71.416748 S 0.2 sec SA 70.340202 110.416397 150.391006 S 0.3 sec SA 60.941509 99.193283 131.509506 1.0 sec SA 21.277010 31.276800 49.741501 - S1 The input zip -code is 97005. ZIP CODE 97005 LOCATION 45.4743 Lat. - 122.8042 Long. DISTANCE TO NEAREST GRID POINT 2.8769 ]ons NEAREST GRID POINT 45.5 Lat. -122.8 Long. Probabilistic ground motion values, in %g, at the Nearest Grid point are: 10 %PE in 50 yr 5%PE in 50 yr 2 %PE in 50 yr PGA 19.281610 27.079350 39.541901 0.2 sec SA 44.399849 62.652382 107.779800 - S5 0.3 sec SA 41.349781 58.984909 99.581383 1.0 sec SA 18.110210 26.063620 38.457561 - S I rage a ma s -4-ore. € 30 S 4 a 4c The input zip -code is 97301. 1 ZIP CODE 97301 S -4 nre �� LOCATION 44.9257 Lat. - 122.9629 Long. DISTANCE TO NEAREST GRID POINT 4.0881 Imes NEAREST GRID POINT 44.9 Lat. -123.0 Long. Probabilistic ground motion values, in %g, at the Nearest Grid point are: 10 %PE in 50 yr 5 %PE in 50 yr 2 %PE in 50 yr PGA 17.164129 24.160061 35.264091 0.2 sec SA 40.312618 57.821350 95.621872 - SS 0.3 sec SA 38.503521 55.162220 88.539680 1.0 sec SA 17.824980 26.480869 38.878479 .--. 51 http: // eqint. cr. usgs. gov /eq- men/cgi- bin/zipcode- 06.cgi 8/11/2006 talF vuc J..AJ JSuy JULYuI. USGS science for ti changmy v,-orfrl The input zip -code is 89119. ZIP CODE 89119 Score- 2,$ LOCATION 36.0895 Lat. - 115.1380 Long. DISTANCE TO NEAREST GRID POINT 3.6173 laps NEAREST GRID POINT 36.1 Lat. -115.1 Long. Probabilistic ground motion values, in %g, at the Nearest Grid point are: 10 %PE in 50 yr 58PE in 50 yr 2%PE in 50 yr PGA 13.331980 19.232140 29.238880 SS 0.2 sec SA 29.676109 42.970531 66.694733 0.3 sec SA 26.568199 39.047379 60.243099 1.0 sec SA 8.685728 12.549170 19.743290 S l The input zip -code is 01906. ZIP CODE 1906 LOCATION 42.4635 Lat. - 71.0119 Long. DISTANCE TO NEAREST GRID POINT 4.1654 laps NEAREST GRID POINT 42.5 Lat. Probabilistic ground motion values, in %g, 10 %PE in 50 yr 5%PE in 50 yr PGA 5.165052 9.284185 0.2 sec SA 11.495400 18.730459 0.3 sec SA 8.531432 14.596130 1.0 sec SA 3.006693 5.157182 The input zip -code is . Zip code is zero and we go to the end and stop. PROJECT INFO: SEISMIC HAZARD: Hazardlri Zip Code htt p:// eqint. cr. usgs. gov /eq- men/cgi - bin/zipcode- 06.cgi S4 re S I $ -71.0 Long. at the Nearest Grid point are: 2%PE in 50 yr 18.374660 35.768360 -- SS 26.517719 9.153550 -- S i rage 1 al 8/11/2006 MCE Ground Motion - Conterminous 48 States Zip Code - 60459 Central Latitude = 41.744538 Central Longitude = - 087.76971 Period MCE Sa (sec) ( %g) 0.2 020.0 MCE Value of Ss, Site Class B 1.0 006.9 MCE Value of S1, Site Class B MCE Ground Motion - Conterminous 48 States Zip Code - 60631 Central Latitude = 41.995113 Central Longitude = -087.81133 Period MCE Sa (sec) ( %g) 0.2 018.7 MCE Value of Ss, Site Class B 1.0 006.3 MCE Value of S1, Site Class B MCE Ground Motion - Conterminous 48 States Zip Code - 60438 Central Latitude = 41.567852 Central Longitude = -087.549404 Period MCE Sa (sec) ( %g) 0.2 .018.5 MCE Value of Ss, Site Class B 1.0 007.0 MCE Value of S1, Site Class B MCE Ground Motion - Conterminous 48 States Zip Code - 60077 Central Latitude = 42.035446 Central Longitude = - 087.757346 Period MCE Sa (sec) (%g) 0.2 018.2 MCE Value of Ss, Site Class B 1.0 006.3 MCE Value of S1, Site Class B MCE Ground Motion - Conterminous 48 States Zip Code - 60525 Central Latitude = 41.781706 Central Longitude = -087.867865 Period MCE Sa (sec) ( %g) 0.2 020.8 MCE Value of Ss, Site Class B 1.0 006.9 MCE Value of 81, Site Class B 5-#ore 311 SA-ere 3 V■ s 4-ore. 11 Sto re 3o2 SA-ore 3 2 -4- MCE Ground Motion - Conterminous 48 States Zip Code - 83709 Central Latitude = 43.547674 Central Longitude = - 116.283661 c Period MCE Sa S a 524 (sec) (%g) 0.2 033.0 MCE Value of Ss, Site Class B 1.0 010.1 MCE Value of S1, Site Class B ...vs.. y. v./. w ,-messy. 1 v4111011 1 III 1V40 T4 •J WILCO Zip Code - 98188 Central Latitude = 47.447736 Central Longitude = - 122.273462 Period MCE Sa (sec) ( %g) 0.2 133.7 MCE Value of Ss, Site Class B 1.0 046.0 MCE Value of S1, Site Class B MCE Ground Motion - Conterminous 48 States Zip Code - 98036 Central Latitude = 47.810848 Central Longitude = - 122.282369 Period MCE Sa (sec) ( %g) 0.2 126.1 MCE Value of Ss, Site Class B 1.0 043.0 MCE Value of 51, Site Class B MCE Ground Motion - Conterminous 48 States Zip Code - 98409 Central Latitude = 47.207586 Central Longitude = - 122.480872 Period MCE Sa (sec) ( %g) 0.2 122.7 MCE Value of Ss, Site Class B 1.0 039.3 MCE Value of S1, Site Class B MCE Ground Motion - Conterminous 48 States Zip Code - 98005 Central Latitude = 47.616246 Central Longitude = -122.167919 • O � 4 q S Period MCE Sa ' (sec) ( 142.3 0.2 42.3 MCE Value of Ss, Site Class B 1.0 047.6 MCE Value of S1, Site Class B MCE Ground Motion - Conterminous 48 States Zip Code - 97005 Central Latitude = 45.491481 Central Longitude = - 122.802635 Period MCE Sa (sec) ( %g) 0.2 107.6 MCE Value of Ss, Site Class B 1.0 038.4 MCE Value of S1, Site Class B MCE Ground Motion - Conterminous 48 States Zip Code - 97301 Central Latitude = 44.897116 Central Longitude = - 122.927486 Period MCE Sa (sec) ( %g) 0.2 092.9 MCE Value of Ss, Site Class B 1.0 036.8 MCE Value of 51, Site Class B MCE Ground Motion - Conterminous 48 States Zip Code - 89119 Central Latitude = 36.085383 S- are 443 S 4 ar'e 4-3 9 {Co De-st 9�\ s1-o, 4-51 S4ore 4S 3 S-��e 2g 4 %./W11.11:41 L41 Iy1lU4V 1 10. 1 10 Period MCE Sa (sec) ( %g) 0.2 064.1 MCE Value of Ss, Site Class B 1.0 019.2 MCE Value of S1, Site Class B MCE Ground Motion - Conterminous 48 States Zip Code - 1906 Central Latitude = 42.468559 Central Longitude = - 071.015526 Period MCE Sa (sec) ( %g) 0.2 035.1 MCE Value of Ss, Site Class B 1.0 009.1 MCE Value of S1, Site Class B VAN SICKLE, ALLEN & ASSOCIATES JOB 11eeA -- 06 3 \ 2955 Xenium Lane North, Suite 10 PLYMOUTH, MINNESOTA 55441 -2628 (763) 559-9100 FAX (763) 559 -6023 SHEET NO. OF CALCULATED BY A cattr go WC' DATE O5fII (2.3 CHECKED BY DATE • I , _ '°±o t K K t.S) S 64 b it -2xz ' 2 t© I kps 1 0,14 x _ + lops I i I L4 - '_ 3 . 4 Iq 4� 0 `' ' '('41 - 34 r14 c c') _- a. i j i •O VAN SICKLE, ALLEN & ASSOCIATES 2955 Xenium Lane North, Suite 10 PLYMOUTH, MINNESOTA 55441 -2628 (763) 559 -9100 FAX (763) 559 -6023 JOB — 06Stel SHEET NO. OF CALCULATED BY ALN Se. t. DATE 0tf I4/3006 CHECKED BY DATE 14- k t 4 , 4 4 , ; *lie ._. I . Wt�.`l` iS I * I 4 , 17 I' Dec w µ 1kat PI4s2.:.fl 4i e 4` �t. .1..4 5 -_ bs I = 0.6r42px3 -S t.R,._3 -4 2 854-.. Vi ?ALL _ I tMc0 er X 2- 6 p . �e 480)(4 I h I .t 29 n6 1 SW AN SICKLE, ALLEN & ASSOCIATES JOB 4-e*- —0614q 2955 Xenium Lane North, Suite 10 PLYMOUTH, MINNESOTA 55441 -2628 (763) 559-9100 FAX (763) 5594023 3r ,c erne ca1\o,,.e,i u.( 16o$ -31 4 4.wItNa-6. \CZ = O. S4 'C I.a Vt IL$QS ;USE I! EF :R 9D W / y ~- r o .E- Ab Si P.� N � T++isldE P1=R SR -� ��-�2 S4 r els I447,49-1 8 3 d, 4g8, 4151 L i- Si l ei -VA11 I, - 90 IIo6 1 Votlea 162 015 DSOs 16.6r P .-. vm. 845 (b CHECKED BY SHEET NO. OF CALCULATED BY P 4 � DATE O /I�11c05 DATE THREADED ROD DRILL BIT DIA. (In.) MINIMUM EMBEDMENT DEPTH, h, (Inch+) ALLOWABLE TENSION LOADS'aaaa (pounds) Based on Bond Strength of Anchors installed at Critical Edge Distance, e In Normal- weight ConaaflU Based on Steel Strength' Dia. (m.) Area', A r f, • 2,000 psi f, • 4,000 psi A 307, Grade C A 193, Grade B7 F 593, (A304 BS) '/, 0.1104 7 /,,, 1' / 475 475 2.105 4,535 3,830 31/4 2,550 2,570. 4'4 2,655 2,655 1/4 0.1963 8 1„ 2'/, (L e05 ) 1,805 3,750 8,080 8,470 4 4,425 4,800 8 4,840 4,640 '4 0.3068 '/ 21/4 1.895 1,895 5,875 12,880 10,120 5 8,880 8,060 91/4 8,350 8,360 '/ 0.4418 '/, 31/4 3,885 9,885 8,460 18,230 12,400 6' /. 10,525 10,820 111/4 11,910 11,910 9, 0.8013 1 31/4 4,780 4,780 11,500 24,785 18,860 7'4 12,290 13,720 131/4 18,870 18,870 1 0.7854 11/4 41/2 5,020 5,020 15,025 32,380 22,020 9 15,015 18,255 16 20,800 20,800 1'/ 1.2272 11/4 5' /, 8,985 5,965 23,490 50,820 34,425 11 19260 19,280 181/4 30,870 30,870 Page 11 of 24 TABLE 5- ALLOWABLE TENSION LOADS (For Threaded Rods Metalled In Nonmal -w&ght Concrete with the SET Adhesive) ESR -1772 For SI: 1 Inch • 25.4 mm, 1 pound • 4.45 N, 1 psi = 8.89 kPa. Allowable tension bad shall be the esser at 0* tabulated allowable bond strength value, adjusted by the bad reduction factors from Table 4 and Figure 1 es applicable, or the allowable steel strength value. Allowable bond strength bads are based on a safety factor of 4.0. Allowable tension loads based on bond strength to concrete shall be multiplied bye reduction factor for elevated temperatures as shown in Figure 1, es applicable. 'Tabulated allowable bad values are for anchors installed In concrete having a minimum designated ultimate compressive strength at the time of anchor installation. Unser kdarydetbn may be used for concrete strengths between those kited. 'Referto Section 4.1.22 and Table 2 of this report for design requirements concerning threaded rods installed In named-weight concrete with the SET adhesive system resisting earthquake or wind Toads. 'Special inspection shad be provided for Installations in accordance with Sedbn 4.4. 'Minimum concrete thickness Is 1.5 times the endar embedment depth, h,. 'Critical and minimum spacing and edge distance shall comply with Table 3. Lkwarinterpolation for allowable bads for anchors loaded in tension may be used for spacings between S and S and edge distances between C„ and C,,, as well as Intermediate embedment depths. Reduction factors are eu tdative when two or more are applicable. 'Steel strergth values are based on the following equation: T•0.33•F•A where: T • Allowable tension load (pounds). F, • Minimum tensile stress of treaded rod (psi) specified In the referenced standard: = 58 ksl for A 307, Grade C, steel. • 125kat for A193, Grade B7,steel. • 100 MI for F 593 (A304 8S), where the treaded Neel rod diameter is lass then or equal to 'l loch. • 85 kb for F 593 (A304 SS). where the treaded steel rod diameter Is greater than or equal to 4, khch. A,,,, • Tabulated nominal cross-sectional ere, of threaded rod (square Inches). THREADED ROD DRILL DIAMETER (Inches) MINIMUM EMBEDMENT h am , T (Inches) ALLOWABLE SHEAR LOADS' nn (pounds) Based en Anchor. MataIIM at Critical Edge Distance, o M Rambles/eight Concrete, Where 1'. 2,000 psi Based on Steel Strength" Diameter (Inches) Area , A (i) A 307, Grads C A 193, Grade B7 F 883, (4304 55) 1/4 0.1104 '/„ 1'/ 1,145 1,085 2,340 1,870 3 1,735 44, 1,735 '/, 0.1963 '/„ 2 ri,750 ) 1.930 4,180 3.330 4 2,780 8 2,780 e/, 0.3068 3/4 2'/, 3,805 3,025 - 6,520 - 5,220 5 4,875 91/4 4,876 2 14 0.4418 '/, 3'/, 5,295 4,360 9,390 8,385 8'/ 8,310 111/4 8,310 '/, 0.8013 1 3 /, 7,085 5,925 12,770 8,685 7'/ 8,385 131/2 8,385 1 0.7854 11/4 4' / 7,630 . 7,740 18,880 11,345 9 12,545 15 12,545 11/4 1.2272 1'4 61/4 13,035 12,100 26,075 17,730 114 16,595 181/4 16,595 Page 12 of 24 TABLE 8- ALLOWABLE SHEAR LOADS (For Threaded Rods Installed with the SET Adhesive In Nomnai -weight Concrete Where the Concrete Compressive Strength f, a 2,000 pail ESR -1772 For SI: 1 Inch it 25.4 mm, 1 pound = 4.45 N, 1 pat • 8.89 kPa. Allowable lad is Be lesser of the allowable bed based on concrete edge distance, adjusted by the bad reduction factors from Table 4 and Figure as applicable, or the sllowable bad based on steel strength. 'Tabulated smowable bed values are for anchors installed Si coricrete having • minimum designated ultimate compressive strength at the time of anchor Installation. 'Refer to Section 4.1.2.2 and Table 2 of this report for design requlrements concerning threaded rods installed In normal -weight concrete with the SET adhesive system resisting earthquake or wind beds. 'Special Inspection shall be provided for kste0etbns In accordance with Section 4.4. 'Minimum concrete thickness N 1.5 times the anchor embedment depth, h,.. 'Cdtical and minimum spicing end edge distance shall comply with Table 3. Lkear Interpolation for allowable beds for anchors boded In shear may be used for spacings behveen S and S,,,, and edge distances between C C,,,, es wed es Intermediate embedment depths. Reduction factors are cumulative when two or more are applicable. 'The allowable beds are based on • safety factor of 4.0. 'Steel shear strength values are based on the equation: V =0.17•F,aA, where: V • Apewable shear bed (pounds). F, • Minimum tensile stress of threaded rod (psi) spedtbd in Be referenced standard: = 58 kV for A 307, Grade C, steel. • 125 led for A 193, Grade 87, steel. • 100 kW for F 693 (A304 8S), where the threaded steel rod diameter Is less than or equal to'/ Inch. • 85 kit for F 603 (A304 SS), where the threaded steel rod diameter Is greater than a equal to 8 4 Inch. A,,, • Tabulated nominal wossaedbnat area of threaded rod (square inches). *V AN SICKLE, ALLEN & ASSOCIATES 2955 Xenium Lane North, Suite 10 PLYMOUTH, MINNESOTA 55441 -2628 (763) 559 -9100 FAX (763) 5594023 Jos nee. ©61 SHEET NO. OF CALCULATED BY PtL^t co k\ DATE Q6/I4 -i1ao6 CHECKED BY DATE VAN SICKLE, ALLEN & ASSOCIATES 2955 Xenium Lane North, Suite 10 PLYMOUTH, MINNESOTA 55441 -2628 (763) 559-9100 FAX (763) 559 -6023 JOB Nee- - o6 sk SHEET NO. OF CALCULATED BY ALrr@k Set\ siAai DATE O'$V►Iti2d06 CHECKED BY DATE ACTIVITY NUMBER: D06 -327 DATE: 08 -24 -06 PROJECT NAME: BEST BUY SITE ADDRESS: 17364 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: MENTS: y Bui dl ing Division Puubl Works VUA 4.. 7.1140 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/rouung slip.doc 2.28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Structural Incomplete ❑ Approved with Conditions 5(1 fawo S - Fire Prevention {{�� ��� s -14� Planning Division Permit Coordinator ❑ DUE DATE: 08-29-06 Not Applicable ❑ No further Review Required DATE: n DUE DATE: 09-26-06 Not Approved (attach comments) 17 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 04 -05 -2007 CHAD LOCK 2932 NORTHWESTERN AV RACINE WI 53404 RE: Permit No.1)06 -327 17364 SOUTHCENTER PY TUKW Dear Permit Holder: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such pennit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days: Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 05/19/2007 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, 1 r fer Marshall, Permit Technician xc: Permit File No. D06 -327 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 License information License DAVACI*9620L Licensee Name DAVACO INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601974992 Ind. Ins. Account Id SECRETARY Business Type CORPORATION Address 1 6688 N CENTRAL EXPWY STE 1400 Address 2 City DALLAS County OUT OF STATE State TX Zip 75206 Phone 2147066620 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 9/13/2004 Expiration Date 2/5 /2007 Suspend Date Separation Date Parent Company Previous License FIXTUPI008L3 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date DAVIS, RICHARD L PRESIDENT 09 /13/2004 DAVIS, SHEREE SECRETARY 09 /13/2004 HAMER,PAUL VICE PRESIDENT 09 /13/2004 Look Up a Contractor, Electriri an or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries 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. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date UTICA MUTUAL Until https: // fortress .wa.gov /Ini/bbip /printer.aspx ?License= DAVACI *9620L 09/18/2006 REGISTRATIONS:AND:LICENSES STATE OF WASHINGTON FOREIGN PROFIT CORPORATION DAVACO, INC, 6688 N CENTRAL EXPWY STE 1400 DALLAS TX 75206 TAX REGISTRATION UNEMPLOYMENT INSURANCE INDUSTRIAL INSURANCE The licensee named above; has been Issued the buniness registrations or licenses listed. By accepting this document theirOliqe‘Ceillfie,atheinfOrniation provided on the application for these licaneOlwas to the best ol his of her linStadge.iintbitiai;biisiriess*11*, thiicipete;din., compliance; with 41! appilcOcilMashinp:1400; gqinlisc0010:if • Unified Business ID #: 601 974 992 Business ID. #: 1 Location: 1 ZI - 4 I nsing-c 0 I Flamb RMIUSIONS No chang shall be made ta the scope cr tuo■rri (�• r �`]h[Tout paior e— r- pro. ,,^9 cT NOTE: Revisions wlil require a ner/ r: ;t submittal and may include additional plan review fees. I Best Buv Co. Contacts I CONSTRUCTION PROJECT MANAGER: GREG NELSON PHONE: (612) 291 -7570 FAX: (952) 430 -4727 E -MAIL: greg.nelson @bestbuy.com General Contractor DAVACO CONSTRUCTION 6688 N. Central Expwy. Suite 1400 Dallas, TX 75206 -3927 PHONE: (214) 373 -4700 Y SEPARATE pER14MT REQUIRED FOR; %( wwvw VPlu n9 I � dr.. Plot. 1 9 3UILDING DIVISION CONTACT: LORI O'BRIEN E -MAIL: Iori.obden @davacoinc.com PErn1it ,;: • • ■�77: dpProvat Is salts# tO lr1 m I Smartwalls Ve _� _� ___ . __ SMARTWALLS, I-Ahe violation Of any accepoed cc dB � : 2651 O 1 ved Field COLUMBUS, OH 4321 y_ CONTACT: ALAN SHULTBZ PHONE: 614 -475 -5000 Date: FAX: 614 -475 -0766 E -MAIL: ashultz @smartwalls.net City of Tukwila MILDING DAMON Architect HOME THEATER BRUCE M. CARLSON, ARCHITECT 219 NORTH SECOND STREET, SUITE 301 MINNEAPOLIS, MN 55403 -1454 PHONE: (612) 338 -6677 FAX: (612) 338 -2995 CONTACT: DJ HEINLE EMAIL:djheinle @cmarch.com Electrical and Mechanical KARGES- FAULCONBRIDGE, INC. 670 WEST COUNTY ROAD B ST. PAUL, MN 55113 Phone: (651) 771 -0880 Fax: (651) 771 -0878 ELECTRICAL CONTACT: KELLY OSTROM E -MAIL: kkostrom @kfi- eng.com MECHANICAL CONTACT: MARK A. RIVORD E -MAIL: marivord @kfi- eng.com ac WN SICKLE, ALLEN & ASSOCIATES; INC. *55 Xenium Lane North Suite 10 bymouth, Minnesota 55441 A BLOOMINGTON, MN 55425 Phone: (763) 559 -9100 Fax: (763) 559 -6023 Van Sickle, Allen CONTACT: KEITH JACOBSON & Associates, E -MAIL: kjacobson @vansickleallen.com In ` 1 -I 11.I_:�.II.Ii��Iil_Ii� L1. I Inch) I uts I 11 1 I I : 31 I -11. 51 11,1 ��1-111 � I 61 _. S1=18721- I IIIJ5L• b6 EL Zl. bl'' O6 � "�: 6 �- 8 "` j(L 9 `5 �h £ 1111111 4 Wo . III�lillllll��lllilllll�llll. Lll. ll�llj111III�IIIIIIIII�IIl11Jlll�lllllllll�lllllllfl�lllllllll�lilllllll�111111111�fill IIIZ illiIIIIIIII111 1 MAIMP 32+ RE GISTEIZEt7 R►RCHITEp T BRUCE M. CAPS M WIT OF W1SFHNUCA I HEREBY CERFITY THAT THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON. PRINTED OR oBEST \ BYY HOME THEATER SQUARE FOOTAGE TOTAL: 466 SF CONCEPT: HEET PLUS STORE NUMBER: #447 17364 Southcenter Pkwy. Tukwila, WA 98188 DATE: 08 -11 -06 Sheet Index A A 0.1 COVER SHEET 0.5 KEY PLAN - EXISTING 0.6 KEY PLAN - PROPOSED 0.9 INSTALL PLAN 1.0 INSTALL PLAN 1.1 SECTIONS 1.2 RETRACTABLE SCREEN 1.3 PROJECTOR MOUNTING PLATE 1.4 H.V.A.C. PLANS 1.5 CEILING PLANS 1.6 DOOR DETAILS 1.7 POWER PLAN AND DETAILS 1.8 INTERIOR ELEVATIONS 1.9 SMARTWALL SPECIFICATIONS 2.0 MECHANICAL SPECIFICATIONS 2.1 ELECTRICAL SPECIFICATIONS 2.2 ELECTRICAL SPECIFICATIONS S.1 STRUCTURAL PLAN AND DETAILS S.2 STRUCTURAL DETAILS _S.3- --STRU TURAL DETAILS ZE �{I =U +ED FOR ZC D = ;OI�NISANCE AUD 3 (G� RECEIVED �~-- -- CITY OFTUKWILP Ity 0 Tukwila AUG 2 4 2006 PERMIT CENTER AAWO Revisions 1 -I 11.I_:�.II.Ii��Iil_Ii� L1. I Inch) I uts I 11 1 I I : 31 I -11. 51 11,1 ��1-111 � I 61 _. S1=18721- I IIIJ5L• b6 EL Zl. bl'' O6 � "�: 6 �- 8 "` j(L 9 `5 �h £ 1111111 4 Wo . III�lillllll��lllilllll�llll. Lll. ll�llj111III�IIIIIIIII�IIl11Jlll�lllllllll�lllllllfl�lllllllll�lilllllll�111111111�fill IIIZ illiIIIIIIII111 1 MAIMP 32+ RE GISTEIZEt7 R►RCHITEp T BRUCE M. CAPS M WIT OF W1SFHNUCA I HEREBY CERFITY THAT THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON. PRINTED OR oBEST \ BYY HOME THEATER SQUARE FOOTAGE TOTAL: 466 SF CONCEPT: HEET PLUS STORE NUMBER: #447 17364 Southcenter Pkwy. Tukwila, WA 98188 DATE: 08 -11 -06 REV. DATE A A SHEET: COVER SHEET 0.1 , I EXISTING FLOOR AND FIXTURE PLAN 1/32" =1' -0" 5lli� i�ill��61� Inch 1/16 Sln[. 5 6 • 4 L E L Z L L '6 :� p �. " � � °t g.', ;: +�y L...b.,;, 9"`�"' ` 5 N' `"4 E Z l WO ����nilnii�uiilnii�iinlnu�nnliiii�' iiiilini�iiiiliiu. ���iiili�iii�i' iiiliiii�iiiiliiii�iiiililii�iiuliiii�iiiiliii► �iliilf►ii�iiiiliiii�iiii�iiii� REVIEWED FOR CODE COMPLIANCE AUG 3 12006 City Of Tukwila IBUILDINIr, DIVI 1'ON RECEIVED CITY OFTUKWU AUG. 2 4 2006 PERMIT CENTER REGISTERED ARCHITECT BRUCE M. CARL9M ATF Of WASHINGTICS 7REMBY CERFITY THAT THE PORTION OF THIS TECHNIC SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON. PRINTED oBEST \BYY I: Eel 8L:r1aM., -m SQUARE FOOTAGE TOTAL: 466 SF CONCEPT: HEET PLUS STORE NUMBER: #447 17364 Southcenter Pkwy. Tukwila, WA 98188 DATE: 08 -11 -06 REV. DATE A 0 SHEET: KEY PLAN - EXISTING 0.5 L C C N C n n n n n n n n i - -_ -_ �1 PROPOSED FLOOR AND FIXTURE PLAN 1/32" =1' -0" I1inch IIIIIhhBlll1llllllillllll '12ILIL1 IIIIIIIII3II�IIL�IIIILii 41' I�Illl _'IIiIII115IIII����.�J���1�61" P" 7 Slncw872" t �� • �4� .. . ,�: � ..: lay � ., � w� ..',ir.. u �•�• 5L• til E6 Zl ! LL,; ,r 9tc5,v ;4 E Z G' WO J. III�IIIIIIIII�IIIIIIIII�IIII. I. IIII�lllllllllI lllllllll�IIIIUIII�lllllllll�lllllllll�lllllllll�lllllllll�lllllllll�llllll111�lllllllll�ll IIIIII, l�lllll CODE COMPL ANCE AUG 3 12006 City Of Tukwila BI.ITL OTINIr. 0TVjgTnhi RECEIVED CITY OFTWOLQ AUG. 2 4 2006 PERMIT CENTER REGIMRED ARCHITECT BRUCE M. CARL" STATE or W,tSlinTM 1 HEREBY CERFITY THAT THE PORTION OF TH TEC NICAL SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE. I AMA DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON. BRUCE M. CARLSON PRINTED OR/A'PER NAM6n .,/1 131EST Suly, HOME THEATER SQUARE FOOTAGE TOTAL: 466 SF CONCEPT: HEET PLUS STORE NUMBER: #447 17364 Southcenter Pkwy. Tukwila, WA 98188 DATE: 08 -11 -06 REV. DATE 0 0 -- I■ r C�� c 11 It I I • II • 11 08 HF9 �; �° � X Nn / �1�)■ �. �I IN ON IN IN I ■ �� all �! -- i' �r lI �`a -Y, .r■ Ilr 1!! '1 r.r r.r I: — '1 a � • Jill'1 � ll�rrr�. F3���; ;I I�� ■ ■ ■ ■ ■ ■ II 11 h� ,I ti I II II II I II �n�C�CI -_ = = ===r fi ■ IE 11 11' 11 I II ii II II I —�� ��� _ _ _ — IE 11 IE I I MIN .u��>.o �a pro ;m s NO 11 11; — NO 11 11 11 11 11 11 1 - -...1 t ��a� ■■I°n. � II 11 11 11 11 it 11 II 1— I'— '�- - - - -`' . me efl'H� mm ■ 11 1� ■ GDmGfiID.CG1■ ■■ ■ I: ii I�i IC 1� 11 i ■■ w ■■■ w Ik �C 1� 1� 1 ►:; ■ ■� ■ ■ ii �!� I P„ ! nnI�r n ■, ■ i ti CiG i 7 Ir■ii—•ri--o-1 , ■.•r•o ■ ■rrr ■■ lip ?, ■.rrrui ■ ■ ■ ■ ■■ Ir ui to ra � %r irri i i.IN ; IL ® ■/0131 I c�ii'�i �_ .. NO - .. r. ..�...- i - -_ -_ �1 PROPOSED FLOOR AND FIXTURE PLAN 1/32" =1' -0" I1inch IIIIIhhBlll1llllllillllll '12ILIL1 IIIIIIIII3II�IIL�IIIILii 41' I�Illl _'IIiIII115IIII����.�J���1�61" P" 7 Slncw872" t �� • �4� .. . ,�: � ..: lay � ., � w� ..',ir.. u �•�• 5L• til E6 Zl ! LL,; ,r 9tc5,v ;4 E Z G' WO J. III�IIIIIIIII�IIIIIIIII�IIII. I. IIII�lllllllllI lllllllll�IIIIUIII�lllllllll�lllllllll�lllllllll�lllllllll�lllllllll�llllll111�lllllllll�ll IIIIII, l�lllll CODE COMPL ANCE AUG 3 12006 City Of Tukwila BI.ITL OTINIr. 0TVjgTnhi RECEIVED CITY OFTWOLQ AUG. 2 4 2006 PERMIT CENTER REGIMRED ARCHITECT BRUCE M. CARL" STATE or W,tSlinTM 1 HEREBY CERFITY THAT THE PORTION OF TH TEC NICAL SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE. I AMA DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON. BRUCE M. CARLSON PRINTED OR/A'PER NAM6n .,/1 131EST Suly, HOME THEATER SQUARE FOOTAGE TOTAL: 466 SF CONCEPT: HEET PLUS STORE NUMBER: #447 17364 Southcenter Pkwy. Tukwila, WA 98188 DATE: 08 -11 -06 REV. DATE 0 0 SHEET: KEY PLAN - PROPOSED 006 18 to 0 17 13 <8> C0 I 19 20 21 22 23 .41-011 41.011 41 -011 4' -0" 2' -9 3/4" 0 NUMBERS. REFER 1 TO SMARTWALLS 6 1/2" AFF COORDINATE INSTALLATION MOUNT SIDEWAYS PLACEMENT OF INSTRUCTIONS. (MODIFY FRAME FIRST FRAME q AND BASE) ON SITE WITH BBY. a W Cn O J U ° Co J 't Q ao J0 O Cn 0 o "v ? U- 0 M 4' -0" 4' -011 41_011. 4'_011 2' -9 3/4" . 0 0 N N alllhj(iIIII'LII III�I�IIIjIiIII I(I�'I,LII(I III IIII�J��111�i17- 11ll�iltllfflllllll '1,�Illlll1�11i1 Inch 1118 1I : 2I 3) 41 , 5,1 61 t1 �'�+S 1liV 1 1 � , �• 4.�i i C *a {r� et ;.a wr„rir"' {r.�' r�� ���^�r s .� .. � . .. Slna18721 de v y we 7 V �i 5 b• ... b 6 E 6 Z 6 t 6 6 � o ba��a �((���9S s,� `r'' "�((L� ��� g' -� . 9 , v � . i - � .. wo '. iII1. III�IIIIIIIIillil�Ilinl�niLLLLIIiIJ .Illlil�llllll( III: I1J. Lflllllllllillll llllllllT�IIIIIIIII�IIIIIIIII�IIIIIIII' l�llllle llijllii ►lilll�lll�lllllllll�l, REVIEWED FOR CODE COMPLIANCE AUG 3 12006 City Of Tukwila BUILDTINIG OTUTS.TnI RECEIVED CITY OFTUKWILP AUG 2 4 Z006 PERMIT CENTER REGISTERi -D ARCHITECT BRUCE M. CAR SM ST .. V, WAmnyano , a /rb� I CERFI THAT POR F THIS TECHNICAL SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON. BRUCE M. CARLSON PRINTED OR,:WPEO— NAWF� SIGNATURgy DATE ISSUE 08 -11 -06 REG. NO. 5449 o SlEsir HOME THEATER SQUARE FOOTAGE TOTAL: 466 SF CONCEPT: HEET PLUS STORE NUMBER: #447 17364 Southcenter Pkwy. Tukwila, WA 98188 DATE: 08 -11 -06 i i 1 I ASSEMBLY 0 NUMBERS. REFER 1 TO SMARTWALLS INSTALLATION INSTRUCTIONS. O 0 0 N N alllhj(iIIII'LII III�I�IIIjIiIII I(I�'I,LII(I III IIII�J��111�i17- 11ll�iltllfflllllll '1,�Illlll1�11i1 Inch 1118 1I : 2I 3) 41 , 5,1 61 t1 �'�+S 1liV 1 1 � , �• 4.�i i C *a {r� et ;.a wr„rir"' {r.�' r�� ���^�r s .� .. � . .. Slna18721 de v y we 7 V �i 5 b• ... b 6 E 6 Z 6 t 6 6 � o ba��a �((���9S s,� `r'' "�((L� ��� g' -� . 9 , v � . i - � .. wo '. iII1. III�IIIIIIIIillil�Ilinl�niLLLLIIiIJ .Illlil�llllll( III: I1J. Lflllllllllillll llllllllT�IIIIIIIII�IIIIIIIII�IIIIIIII' l�llllle llijllii ►lilll�lll�lllllllll�l, REVIEWED FOR CODE COMPLIANCE AUG 3 12006 City Of Tukwila BUILDTINIG OTUTS.TnI RECEIVED CITY OFTUKWILP AUG 2 4 Z006 PERMIT CENTER REGISTERi -D ARCHITECT BRUCE M. CAR SM ST .. V, WAmnyano , a /rb� I CERFI THAT POR F THIS TECHNICAL SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON. BRUCE M. CARLSON PRINTED OR,:WPEO— NAWF� SIGNATURgy DATE ISSUE 08 -11 -06 REG. NO. 5449 o SlEsir HOME THEATER SQUARE FOOTAGE TOTAL: 466 SF CONCEPT: HEET PLUS STORE NUMBER: #447 17364 Southcenter Pkwy. Tukwila, WA 98188 DATE: 08 -11 -06 REV. DATE 0 SHEET: INSTALLATION PLAN 009 `:i MATERIALS SCHEDULE .. PROVIDED BY, PANEL EXTERIOR WILSONART MANITOBA MAPLE 7911 -60 SMARTWALLS. PANEL INTERIOR ' WILSONART PLATINUM D 305 -60 SMARTWALLS CROWN ALUMINUM NATURAL CLEAR SMARTWALLS TRIM BLACK SMARTWALLS RACO NATURAL CLEAR SMARTWALLS DOORS TIMBERSTAND MAPLE, CLEAR COAT PRE FINISHED j SMARTWALLS HARDWARE SEE DOOR DETAILS (1.2) SMARTWALLS BASE COVE BLACK EXTERIOR ONLY BY OTHERS ELECTRIC PER DRAWING BY OTHERS 3 18' -9 3/4" FRAME TO FRAME 1-03/411 - 0 3/4" 2 .. IV -D Vi" v v I 11l l l 1I L"W 111'111 III'1�I IhI III 21 III`i�l REVIEWED FABRICATED BEAMS TO SUPPORT 18 ga. 4' -0" CORRUGATED SHEET CODE COMPLIANCE , �i+rc METAL DECKING. SIM 1872ry __• zt II�. III�IIII�IIII�IIII�IIII�IIII�. II. II�ll1�l��l�jIII: W W AUG 3 12006 J LL. LL. W W (wily UILDMC, mviSmAl CO U_ . U_ . N'N r PLAN 114" =1' -0" C SIDE ELEVATION 8 1 /4" =1' -0" VI IV -D Vi" v v I 11l l l 1I L"W 111'111 III'1�I IhI III 21 III`i�l REVIEWED J C r 00 Inch 4' -0" TYP. CODE COMPLIANCE , �i+rc v I ✓r r r t,, r ��,z �' �w a c+�.a a+ .i t ,U t �q � SIDE ELEVATION 8 1 /4" =1' -0" 2 FRONT ELEVATION H OFFTUTO u cITY KwILP 1/4" =1' -0" AUG 2 4 2006 PERMIT CENTER '� VI ICI 111'111 III'1�I IhI III 21 III`i�l REVIEWED FOR Inch CODE COMPLIANCE , �i+rc v I ✓r r r t,, r ��,z �' �w a c+�.a a+ .i t ,U t �q � SIM 1872ry __• zt II�. III�IIII�IIII�IIII�IIII�IIII�. II. II�ll1�l��l�jIII: � r.s e I: 911�Ij�l����l�111► 111��1����l��llll�l1l�ll�llll��ll( �jl��l�lj���lll�j�ljljlll (�i�fI�IIIIII�iII�IIIII�II�JI AUG 3 12006 J City Of Tu (wily UILDMC, mviSmAl CO 2 FRONT ELEVATION H OFFTUTO u cITY KwILP 1/4" =1' -0" AUG 2 4 2006 PERMIT CENTER '� III ICI 111'111 III'1�I IhI III 21 III`i�l li�l' Ij-i IjI I�l�ffj( iTh 1) `I_)1 I.I_►.�11j .I_L:1__I_�L�_h_�1i 6� Inch 3I .. , �i+rc v I ✓r r r t,, r ��,z �' �w a c+�.a a+ .i t ,U t �q � SIM 1872ry __• zt II�. III�IIII�IIII�IIII�IIII�IIII�. II. II�ll1�l��l�jIII: � r.s e I: 911�Ij�l����l�111► 111��1����l��llll�l1l�ll�llll��ll( �jl��l�lj���lll�j�ljljlll (�i�fI�IIIIII�iII�IIIII�II�JI REGISTERED ARCHITECT BRUCE M. CARL m 51ATf OF W SHrNGTIM I HEREBY CERFITY THATTHE PORTION OF THIS TECHNICA SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE. I AMA DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON. BRUCE M. CARLSON PRINTED OR AVEO..NAMRI 17A REG, NO. 5449 O 131Esy or BV HOME THEATER SQUARE FOOTAGE TOTAL: 466 SF CONCEPT: HEET PLUS STORE NUMBER: #447 17364 Southcenter Pkwy, Tukwila, WA 98188 DATE: 08 -11 -06 REV. DATE 0 A SHEET: INSTALLATION PLAN 100 n CEILING SECTION J 1 1/2" =1' -0" 18 ga DIETRICH CSE STRUCTURAL STUD 10'-4 1/4" gf,�12' -0" A.F.F. -c� N 18 ga DIETRICH CSE 20 ga 3" STRUCTURALSTUD CORRUGATED DECKING � U 0 12 ga SPLAY REFER TO STRUCTURAL Q WIRE, TYP. FOR CONNECTION. > a FOR FOR HANGING _ 2'X 2' CEILING TILE, TYP. U g CEILING GRID CEILING GRID DROP CEILING SCREW THRU CORR. DECKING CORNER, TYP. "T", TYP. ALUMINUM CROWN 10'-4" A.F.F. DROP CEILING FLAT MAGNETS ALUMINUM CROWN FLAT MAGNETS 2'X 2' CEILING TILE, TYP. ELEVATION 1 /4" =1' -0" n CEILING SECTION U 1 1/2" =1' -0" wo, 2 ELEVATION RECEIVED 1/4" =1' -0" CITYOFTIJKWILP AUG 2 4 7009 3l�i����l�l�l���lt�lill !�I���illl'�- �'i�1���1'i'������ Inch Vas 4' 3 5 6 S111ce1872 t° iN.7 u' i�iiiiliiil�uiilLiu�ililiii�liiilini�iLri�lil���iililiill�iliiliili�liiililli�iliilliii�iliiliiii�iiiiliiu� PERMIT CENTS, REGISTERED ARCHITECT BRUCE M. CARLSM iATf OF WASHINGTCR r � � I HEREBY CERFITY THAT THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE. 1 AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON. BRUCE M. CARLSON PRINTED OR�P4FED NAME r °BEST \ BUY � HOME THEATER SQUARE FOOTAGE TOTAL: 466 SF CONCEPT: HEET PLUS STORE NUMBER: #447 17364 Southcenter Pkwy. Tukwila, WA 98188 DATE: 08 -11 -06 REV. DATE 0 SHEET: SECTIONS � REVIEW:-:D rn t= r m FOR ioi 1'A rF AUG 3'12006 Ciiy Of " _!-�ktrvi 2 ELEVATION RECEIVED 1/4" =1' -0" CITYOFTIJKWILP AUG 2 4 7009 3l�i����l�l�l���lt�lill !�I���illl'�- �'i�1���1'i'������ Inch Vas 4' 3 5 6 S111ce1872 t° iN.7 u' i�iiiiliiil�uiilLiu�ililiii�liiilini�iLri�lil���iililiill�iliiliili�liiililli�iliilliii�iliiliiii�iiiiliiu� PERMIT CENTS, REGISTERED ARCHITECT BRUCE M. CARLSM iATf OF WASHINGTCR r � � I HEREBY CERFITY THAT THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE. 1 AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON. BRUCE M. CARLSON PRINTED OR�P4FED NAME r °BEST \ BUY � HOME THEATER SQUARE FOOTAGE TOTAL: 466 SF CONCEPT: HEET PLUS STORE NUMBER: #447 17364 Southcenter Pkwy. Tukwila, WA 98188 DATE: 08 -11 -06 REV. DATE 0 SHEET: SECTIONS i USE 3/8" — BOLT TYP. AT EACH CONNECTION P3300 CHANNEL UNISTRUT, TYP PRE - FABRICATED CROSSBEAM. . CONNECT THREADED ROD TO HOUSING FLANGE @ EACH SIDE DROP -DOWN FILM SCREEN 80# 3/8" -- THREADED ROD #12 GA. DIAGONAL WIRE BRACING 1 RETRACTABLE SCREEN MOUNTING OVERVIEW 1/411 =1' -0" USE 3/8" -- BOLT STRAPPING /BRACKET TYP. THRU AS REQUIRED CORRUGATED DECKING USE 3/8" — BOLT TYP. AT EACH CONNECTION ' , CONNECT THREADED ROD TO HOUSING FLANGE @ EACH SIDE DROP -DOWN FILM SCREEN 80# (END OF HOUSING) P3300 CHANNEL UNISTRUT, TYP 3/8" — THREADED ROD CEILING TILE; TYP. 3 RETRACTABLE SCREEN MOUNTING DETAIL 1 1/2" =1' -0" CORRUGATED DECKING STRAPPING/ — BRACKET AS REQUIRED CONNECT THREADED ROD TO HOUSING FLANGE @ EACH SIDE CEILING TILE; TYP. DROP -DOWN FILM SCREEN 80# (FRONT OF HOUSING) P3300 CHANNEL UNISTRUT TYP. CODE COMPLIANCE E AUG 3 -12006 %,ILY tji ILIKwira 1V- 4NN-f-, DTI ifSTOhI 2 RETRACTABLE SCREEN MOUNTING DETAIL 1 1/211 =1' -0" RECEIVED CITY OFTUKWILR AUG 2 4 2006 PERMIT CENTER I�Inch l" IILIIv; elIL1I ,III�IIIIIIIIIIZLII.I`.;zJl I III3I1. fliSs�? iii 1 ♦1 S v .Since 18721° I. IIIJ. III�IIIIIIIII�IIIIIIIII�IILLIILi���II. IIIIII�IIIIIIIII�ILILVIII�I�lll�lllilllll�l111llllllllllll�lllllll�llllllllilllllll111llllllllll�lllllllll�lll .Il I + RI:GISTrRl ARCHITECT BRUCE AA. GARI.Shci STATE QF W�15HINGT( I HEREBY CERFITY THAT THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE. I AMA DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON. BRUCE M. CARLSON PRINTED ORAWED NAME A n SIGNATUREV k Y—KA —A DATE ISSUED X108 -11 -06 (BYYI HOME THEATER SQUARE FOOTAGE TOTAL: 466 SF CONCEPT: HEET PLUS STORE NUMBER: #447 17364 Southcenter Pkwy. Tukwila, WA 98188 DATE: 08 -11 -06 REV. DATE 0. 0 SHEET: RETRACTABLE SCREEN 102 PROJECTOR SUPPORT TC TUBE BRACK EXTRUSION E END PLATE.- PROJECTOR MOUNTING PLATE 1 3/411 =I 1-011 BRACKET. v , I PROJECTOR SUPPORT TC TUBE BRACk EXTRUSION PROJECTOR BRACKETS. 13" 4 PROJECTOR MOUNTING PLATE SIDE ELEVATION 3/411 =11 -011 PROJECTOR SUPPORT TOP TUBE BRACKET. Inch 1 /i8 2 .. 1, J% TS ° z i w i wx � F . Slncc 18721• , I W- rrn11n1^k1 OG'AAA PROJECTOR MOUNTING PLATE PLAN 3/411 =1 1-011 51 -811 Rr-v1tVVED FOR CODE COMPLIANCE AUG 3 11 O08 PROJECTOR MOUNTING PLATE FRONT ELEVATION REV. DATE 2 3/411 =1' -011 RECEIVED CITY OFTBI(WILQ AUG 2 4 2006 PERMIT CENTER if"WI11'I�IIIII IIII 41 'IiIIIIIII51ll1l.11l111�.�j�6 IT . { M I Iiin 1III ii I'l 111 11111 '1 11111[311 s V EGIS7 T RCHIT b2BYCERFITY UCE A CARES! N 1" AF �IV�,St NGTCA 8/10 0� HATTHEPO RTIONOFTHISTECHNICAL SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON. BRUCE M. CARLSON PRINTED 0 SIGNATU DATE ISSU 08-11 -06 oBVY HOME THEATER SQUARE FOOTAGE TOTAL: 466 SF CONCEPT: HEET PLUS STORE NUMBER: #447 17364 Southcenter Pkwy. Tukwila, WA 98188 DATE: 08 -11 -06 REV. DATE A 0 SHEET: PROJECTOR MOUNTING PLATE 103 0 ROOF 24 "x12" SCREENED OPENING RETURN AIR DUCT CEILING -` i SPRINKLER HEAD PIPING IN THIS AREA SHALL BE RETURN AIR DUCT DETAIL MODIFIED TO ADD SPRINKLER HEADS AT THE NOT TO SCALE SUSPENDED CEILING. PLAN SHALL BE SUBMITTED BY FIRE SPRINKLER CONTRACTOR. w w w w w w w �� �♦ EXTEND SUPPLY DUCTWORK TO NEAREST ROOFTOP UNIT SYSTEM HAVING CAPACITY. MECHANICAL CONTRACTOR TO FIELD VERIFY LOCATION. SUPPLY DUCTWORK SHALL BE INSTALLED AS HIGH AS POSSIBLE. EXPOSED DUCT SHALL BE PAINTED TO MATCH THE CEILII IF EXISTING ROOFTOP UNIT IS MOI THAN 50 FEET FROM THE PROPOSED AREA, CONTRACTOR SHALL CONTACT ENGINEER FOR ALTERNATIVE DESIGN. RELOCATE EXISTING RTU TEMPERATURE SENSOR @5' A.F.F. BEHIND DOOR IN STUDIO. I VERIFY THAT SENSOR IS IN GOOD WORKING CONDITION. REPLACE AS NECESSARY WITH SENSOR THAT IS COMPATIBLE WITH EXISTING ENERGY MANAGEMENT SYSTEM. I= YICTIAI/, RTI I DROP BOX. r,,- EXISITNG RTU DETAIL NOT TO SCALE IL-0 - QR Lilt - I__- -- r-vi of, Tuk MECHANICAL CEILING PLAN CITYOFTIUKWILQ 1/411 =1' -011 AUG. 2 4 2006 PERMIT CENTEFi 3 RETURN AIR ELBOW. KEYED NOTES: Q INSTALL CONICAL TAKEOFF IN SUPPLY AIR DUCT DROP FOR NEW SUPPLY AIR DUCT. INSTALL DUCT AS HIGH AS POSSIBLE. ® EXISTING SUPPLY AIR DROP BOX TO REMAIN. INSTALL OPPOSED BLADE DAMPER UPSTREAM OF DROP BOX AND DOWNSTREAM OF TAKE -OFF. BALANCE REMAINING FOUR DIFFUSERS. GENERAL NOTES: 1. MOUNT ALL EXPOSED DUCTWORK AS HIGH AS POSSIBLE THROUGHOUT ENTIRE SPACE, UNLESS OTHERWISE SPECIFIED. DUCTWORK SHALL BE MOUNTED IN JOIST SPACE, OR RUN THROUGH JOIST WEB WHEREVER POSSIBLE. DUCT BELOW JOISTS SHALL BE MOUNTED DIRECTLY BELOW JOIST FLANGE. ALL NEW DUCTS SHALL BE INSTALLED WITH SEISMIC BRACING, AS REQUIRED BY LOCAL CODE. 2. VERIFY EXISTING ROOFTOP UNIT IS IN GOOD WORKING CONDITION. VERIFY EXACT LOCATION OF ROOFTOP UNIT PRIOR TO BID. CONTACT ENGINEER WITH ANY PROBLEMS. 3 EXISTING ROOFTOP UNIT, SHALL REMAIN. PERFORM THE FOLLOWING: - REPLACE FAN BELTS. I - PRESSURE WASH COOLING COILS. - WASH DOWN AND VACUUM TOTAL CABINET (INSIDE). - REPLACE FILTERS WITH FARR 30/30 FILTERS. - CHECK REFRIGERANT CHARGE AND FOR LEAKS, REPLACE REFRIGERANT AS NECESSARY. - INSPECT HEAT EXCHANGER. REPORT ANY DAMAGE TO OWNER. - TEST SMOKE DETECTOR, AND REPLACE IF NOT OPERATIONAL. - VERIFY OPERATION OF EACH COMPONENT OF THE CONTROL SYSTEM. - COMB CONDENSER COILS iji._ I RI ii'i -iii iIi I_11 i:i. I Inch) I 1 /16 1I i _2I , . I 3I I :41 ,.:3 .I I 5I I 61 NTSTCOTwr _. Slnce1872" FS 9 l • 4 L £ L Z l � � It} 0 6 . � u. 6..+�'", 6� 7 r4 L is ar `• Z b WO IIIJIII�IIIIIIIII�IIIIIIIII�IIIIIILnllliil�iiil��i�lui�l� ..ul)iiilii��l�'��il�i���i�1d �i'liI ��l�►�il�iI I'll 1ii ►1li1iili�iiliiul r,b:;zec, PRINTED OR a 13JEsor \BYY I HOME THEATER SQUARE FOOTAGE TOTAL: 466 SF CONCEPT: HEET PLUS STORE NUMBER: #447 17364 Southcenter Pkwy. Tukwila, WA 98188 DATE: 08 -16 -06 REV. DATE CEILI -MOU TED R TURN IR GRIL E: ALUMI TITUS, WHIT UM C MODE RE WIT 50F O 1/2" x APPRO 12" SQL ED EQ ARES. AL COLOR 24x12 700 EXT UP SEE ND RETURN 14" A ETAIL D OVE D 3. CTWO CKING. K + O 0 + SP 3LY DU TTOD ROP J I1 IL T R N AGAII UGH T 4ST TH E DEC WALL ING. 2' p . -- s -- Io i RTU -X 10" 350 SUPPLY CONS TMS ORAPPROVED DIFF RUCTI SERS 10 N WIT EQUAL. BE UY OPPO";EDBI-A)EDAIVPERTIIUSMO (WHITE -IN C (LING- OLOR) UNTE STEEL EL I= YICTIAI/, RTI I DROP BOX. r,,- EXISITNG RTU DETAIL NOT TO SCALE IL-0 - QR Lilt - I__- -- r-vi of, Tuk MECHANICAL CEILING PLAN CITYOFTIUKWILQ 1/411 =1' -011 AUG. 2 4 2006 PERMIT CENTEFi 3 RETURN AIR ELBOW. KEYED NOTES: Q INSTALL CONICAL TAKEOFF IN SUPPLY AIR DUCT DROP FOR NEW SUPPLY AIR DUCT. INSTALL DUCT AS HIGH AS POSSIBLE. ® EXISTING SUPPLY AIR DROP BOX TO REMAIN. INSTALL OPPOSED BLADE DAMPER UPSTREAM OF DROP BOX AND DOWNSTREAM OF TAKE -OFF. BALANCE REMAINING FOUR DIFFUSERS. GENERAL NOTES: 1. MOUNT ALL EXPOSED DUCTWORK AS HIGH AS POSSIBLE THROUGHOUT ENTIRE SPACE, UNLESS OTHERWISE SPECIFIED. DUCTWORK SHALL BE MOUNTED IN JOIST SPACE, OR RUN THROUGH JOIST WEB WHEREVER POSSIBLE. DUCT BELOW JOISTS SHALL BE MOUNTED DIRECTLY BELOW JOIST FLANGE. ALL NEW DUCTS SHALL BE INSTALLED WITH SEISMIC BRACING, AS REQUIRED BY LOCAL CODE. 2. VERIFY EXISTING ROOFTOP UNIT IS IN GOOD WORKING CONDITION. VERIFY EXACT LOCATION OF ROOFTOP UNIT PRIOR TO BID. CONTACT ENGINEER WITH ANY PROBLEMS. 3 EXISTING ROOFTOP UNIT, SHALL REMAIN. PERFORM THE FOLLOWING: - REPLACE FAN BELTS. I - PRESSURE WASH COOLING COILS. - WASH DOWN AND VACUUM TOTAL CABINET (INSIDE). - REPLACE FILTERS WITH FARR 30/30 FILTERS. - CHECK REFRIGERANT CHARGE AND FOR LEAKS, REPLACE REFRIGERANT AS NECESSARY. - INSPECT HEAT EXCHANGER. REPORT ANY DAMAGE TO OWNER. - TEST SMOKE DETECTOR, AND REPLACE IF NOT OPERATIONAL. - VERIFY OPERATION OF EACH COMPONENT OF THE CONTROL SYSTEM. - COMB CONDENSER COILS iji._ I RI ii'i -iii iIi I_11 i:i. I Inch) I 1 /16 1I i _2I , . I 3I I :41 ,.:3 .I I 5I I 61 NTSTCOTwr _. Slnce1872" FS 9 l • 4 L £ L Z l � � It} 0 6 . � u. 6..+�'", 6� 7 r4 L is ar `• Z b WO IIIJIII�IIIIIIIII�IIIIIIIII�IIIIIILnllliil�iiil��i�lui�l� ..ul)iiilii��l�'��il�i���i�1d �i'liI ��l�►�il�iI I'll 1ii ►1li1iili�iiliiul r,b:;zec, PRINTED OR a 13JEsor \BYY I HOME THEATER SQUARE FOOTAGE TOTAL: 466 SF CONCEPT: HEET PLUS STORE NUMBER: #447 17364 Southcenter Pkwy. Tukwila, WA 98188 DATE: 08 -16 -06 REV. DATE SHEET: II.V.A.C. PLAN 1.4 LIGHTING LEGEND SEE E -1.7 SHEET FOR MORE INFORMATION SYM. TYPE GENERAL DESCRIPTION 0 DL 3" RECESSED CAN DOWNLIGHT TL • TRACK LIGHT X2 SURFACE (UNIVERSAL) EMERGENCY FLOOD LIGHT C n Dili 7/001 C n REFLECTED CEILING PLAN CEILING TILE; 2'X 2' FROST SHADOWLINE- BEVEL, USG#414; COLOR STANDARD WHITE. CEILING GRID; DONNDX 1518 COLOR TO MATCH CEILING TILE STANDARD WHITE. PAINT SUPPLY & RETURN GRILLES AND DROP DOWN FILM SCREEN COVER PLATE TO MATCH CEILING TILE. GENERAL CONTRACTOR TO FURNISH & INSTALL BACKING FOR BBY PROVIDED PROJECTOR MOUNTING PLATES. CEILING SPEAKERS FURNISHED AND INSTALLED BY OWNER. PROVIDE TWO (2) SEISMIC WII�EDR PREFAB CE! DR ABOVE ATE CH(' LOCATION (IFFIREC CORRUGATED DECKING PLAN 1/4" =1' -0" 2I���il �:i ��i3I` T 4h! ��I���� 'i��'i5L'i��.�1���i_��1i6� Inch 1 /16 } Sin =18721° IIIJ. Illllullllnll��lln�ili��J.. ii. nliui�iiiil�ii{1 0 i 14r�np •^il� : t � � i l- i.,�lfii liiI ln ii� ii i .. 11i1 iii�iiiiliiii�iiiilii�i� AUG 2 4 2006 PERMIT CENTER REGISTERED ARCHITECT BRUCE M. CARLSON STAN OF WASi NGTON I HEREBY CERFITY THAT THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON. BRUCE M. CARLSON PRINTED OR TYPED NAME SIGNATU DATE ISSU —11 -06 z BEST \BYY HOME THEATER SQUARE FOOTAGE TOTAL: . . 466 SF CONCEPT: HEET PLUS STORE NUMBER: #447 17364 Southcenter Pkwy. Tukwila, WA 98188 DATE: 08 -11 -06 REV. DATE 0 SHEET: CEILING PLAN 105 0 W 0 z_ 0 U) Lo W 0 z LL 0 I]_ 0 0 Q m J 0 w O z_ x O —0`0 M M "co W 0 Z_ LL 0 a O I- 0 00 w O z O N 22 ;: n GLASS DETAIL J 6" =1' -0" NOTE: DOOR MANUFACTURER TO APPLY ANY STANDARD DOUBLE DOOR BEVEL REQUIREMENTS AS REQUIRED. 5' -11 :/411 2' -11 3/4" 1/ 2' -11 3/4" 6 3/8" 6 3/8" V -11" CUT THRU 4" CL OF ROLLER LATCH ffA" CL OF ROLLER LATCH 1/4" TEMPERED 1./4" TEMPERED GLASS: 22 7/8" X 65 GLASS: 22 7/8" X 65 7/8" FOR 22 1/4" X 7/8" FOR 22 1/4" X 65 1/4" DLO 65 1/4" DLO 411 X' 0 CM SLAB ELEVATION 3/4" =1' -0" co O z E W a 0 0 cs? Lo W 0 0� 'oo r � 1 - � o �' ii�l�il ►;�►�i�I�lllii�LiL�ii�Ij�i�ll l�.l Ich t /18 1 2 n • u r is Since .J872' a `,L 96• 4L `E L: Z6 ; 6b `�06�. IIL. IIIIIIIIIIIIIIIIIIIIIIIIIIII .I.IIIIIIIIIIfill II.I11�1111 U C L C e I" DOOR HARDWARE: (ALL FINISHES BRUSHED ALUMINUM UNLESS OTHERWISE LISTED) PUSH PLATE: IVES 8200 4" X 16" US28 (2 REQ.) PULL PLATE: IVES 8302 -8 4" X 16" US28 (2 REQ.) PULL: 8102 PULL 8" CENTER (2 REQ.) KICK DOWN DOOR STOP: IVES FS455 A92 (2 REQ.) DOOR STOP: IVES FS436 PA28 (2 REQ.) HINGES: HAGER 1250 US26D SPRING HINGES 4 1/2" X 4 1/2" DULL CHROME (4 REQ.) HAGER BB1279 US26D BALL BEARING HINGES 4 1/2" X 4 1/2" DULL CHROME (2 REQ.) PADS: BROWN FELT (6 REQ.) ROLLER LATCH: IVES RL32 US32D, HEAD MOUNTED STAINLESS STEEL (2 REQ.) nl All FRAME ELEVATION U 3/4" =1' -0" LI_I I'6I ro IT I e IIIIIIIIIII�IIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIII�Nlllllll�lllllllll�lilll 1 1/2" RECEIVED CITY OFTIJKWIlP AUG 2 4 2005 PERMIT CENTEN s F ECT 1 BPAM M. GARLSCiFI WATT OF y N"OfCTal bllo/0'o I HEREBY CERFITY THAT THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE. I AMA DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON. BRUCE M. CARLSON PRINTED OR-3YPED NAME CBEST 13UY HOME THEATER SQUARE FOOTAGE TOTAL: 466 SF CONCEPT: HEET PLUS STORE NUMBER: #447 17364 Southcenter Pkwy. Tukwila, WA 98188 DATE: 08 -11 -06 6' -0" 3' -0" 11 3' -0" 4' ~ CENTERLINES OF ~ _ iv ROLLER LATCHES N o. M (� co CV r co -1 1 z c� H W 0 M M • • - _ r tp r ui REVIEWED OR CODE CONiPLI CE N tr Ir nvian co Cv AUU 312000 co , CV N r C� Of Tukwila cq 0 o FRAME ELEVATION U 3/4" =1' -0" LI_I I'6I ro IT I e IIIIIIIIIII�IIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIII�Nlllllll�lllllllll�lilll 1 1/2" RECEIVED CITY OFTIJKWIlP AUG 2 4 2005 PERMIT CENTEN s F ECT 1 BPAM M. GARLSCiFI WATT OF y N"OfCTal bllo/0'o I HEREBY CERFITY THAT THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE. I AMA DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON. BRUCE M. CARLSON PRINTED OR-3YPED NAME CBEST 13UY HOME THEATER SQUARE FOOTAGE TOTAL: 466 SF CONCEPT: HEET PLUS STORE NUMBER: #447 17364 Southcenter Pkwy. Tukwila, WA 98188 DATE: 08 -11 -06 REV. DATE SHEET: DOOR DETAILS 1,,6 I 4 "X4" 2 1/8" JUNCTION BOX FLUSH MOUNTED @ 5" AFF SMARTWALL WITH 314" CONDUIT TO TOP OF SMARTWALL. PROVIDE ONE 1/2" SINGLE GANG EXTENSII RING AND BLANK COVERPLATE. CONNECT (1 TYPE'H' LINE ENTRY CABLE TO EXTENSION RING. 4 -120 VOLT; 20 AMP CIRCUITS SINGLE GANG JUNCTION BOX, FLUSH MOUNTED @18" AFF IN SMARTWALL WITH 3/4" CONDUIT TO TOP OF 18 SMARTWALL. 2 -120 VOLT, 20 AMP CIRCUITS CONNECTED TO DOUBLE DUPLEX RECEPTACLE MOUNTED IN DISPLAY FIXTURE. 17 2 -4 "X4" 2 1/8" JUNCTION BOXES FLUSH MOUNTED @ 46" AFF IN SMARTWALL WITH 3/4" CONDUIT TO TOP OF 16 SMART WALL, FOR CONTROL— SWITCHES 4 -GANG JUNCTION BOX FLUSH MOUNTED @ 45' AFF IN SMARTWALL WITH 3/4" CONDUIT TO TOP OF 15 SMARTWALL, FOR 3 -GANG LIGHTING CONTROL SWITCH (3- DIMMERS AND 1-CONTROL_ MODULE) FURNISHED BY BEST BUY, INSTALLED BY 14 ELECTRICAL CONTRACTOR. 3 -120 VOLT, 20 AMP CIRCUITS SINGLE GANG JUNCTION BOX 13 FLUSH MOUNTED @ 46" AFF WITH 3/4" CONDUIT TO TOP OF SMARTWALL, FOR HVAC SENSOR. SINGLE GANG JUNCTION BOX, FLUSH MOUNTED @ 18" AFF IN SMARTWALL WITH 3/4" < C12 CONDUIT TO TOP OF SMARTWALL. 2 -120 VOLT, 20 AMP CIRCUITS CONNECTED TO DOUBLE DUPLEX RECEPTACLE MOUNTED IN DISPLAY FIXTURE. n POWER PLAN ' 1/411 -11 -011 4" X 4" JUNCTION BOX AND CONNECTION FOR POWERED SCREEN. VERIFY REQUIREMENTS WITH MANUFACTURER. 1 -120 VOLT, 20 AMP CIRCUIT ��p 20 21 c 2" CONDUIT FROM BAR JOIST TO ACCESSIBLE CEILING SPACE, WITH 90° SWEEP AT JOIST TOWARDS SALE FLOOR. 23 PROVIDE NYLON BUSHINGS ON EACH END COORDINATE 11 <10 > O O O LOCATION WITH BEST BUY CONSTRUCTION PROJECT MANAGER. 18 O 0 .,-SEE REFLECTED CEILING PLAN (SHEET 1.3) FOR TRACK AND RECESSED LIGHT LOCATIONS. LIGHT C3FIXTURES, TRACK AND LAMPS FURNISHED BY BEST BUY, INSTALLED BY ELECTRICAL CONTRACTOR. —5- DUPLEX RECEPTACLES ON CEILING FOR PROJECTORS. PROVIDED BY OWNER. 1 -120 VOLT, 20 AMP CIRCUIT ho"m JUNCTION BOX DETAIL 3/41' =1' -0'1 WIRING CHASE LID BY OTHERS 18 -GA. GALVANIZED —� STEEL U- SHAPED WIRE CHASE ATTACHED TO WALL W /APPROVED FASTENERS. BY BEST BUY � MELAMINE FACE —� SECURED W/ _ DOUBLE STICK TAPE. 19 CABLES AND SPUTTER TO RUN IN BASEBOARD CHASE; BY OTHERS REI,`TCVVED FOR AUG 3 12006 Ci Of Toikan �1- j ;r" nit / -)At . NOTE: INSTALL INSIDE PANELS BEFORE EXTERNAL CHASE n CHASE DETAIL 1 1/211 =1' -011 ij•i ijT iji�iii iii iii. ii_i..iii �i_ 11-[p iI iii: iil iirf ►�i iii i-ir i.il Li_�..i.i.i. ii.� iii- �.i�_.,��1 Inch) I insl 1I IM I 2I I;ro I I , 3I I f ;4� . Y I I I. 5) I I 61 Slncei872" 5L • bb E6 Z6 L4 06�.,�� 8 L. 9 5 ;, , b. Z G .� 1':141111411 iii1iiii1wo "01 n RECEIVED CITY OFTuKW1LP AUG 2 4 2006 PERMIT CENTER EXE�.I- oBEST \1841Y i HOME THEATER SQUARE FOOTAGE TOTAL: 466 SF CONCEPT: HEET PLUS STORE NUMBER: #447 17364 Southcenter Pkwy. Tukwila, WA 98188 DATE: 08 -11 -06 REV, DATE 0 0 SHEET; POWER PLAN AND DETAILS 1.7 - --� CABLES TO RUN IN BASEBOARD CHASE; BY OTHERS ABOVE CEILING SINGLE GANG JUNCTION BOX FLUSH MOUNTED @ 9'4" AFF e IN SMARTWALL WITH 3/4" 1.8 CONDUIT TO TOP OF SMARTWALL FOR - EMERGENCY EGRESS LIGHT. L, - 1.8 1.8 `1 I j ` FLUSH -# ON CEILING ' L• THESE RECEPTACLES AND CABLES FURNISHED BY BEST BUY, INSTALLED BY 1.8 ELECTRICAL CONTRACTOR. 11 <10 > O O O LOCATION WITH BEST BUY CONSTRUCTION PROJECT MANAGER. 18 O 0 .,-SEE REFLECTED CEILING PLAN (SHEET 1.3) FOR TRACK AND RECESSED LIGHT LOCATIONS. LIGHT C3FIXTURES, TRACK AND LAMPS FURNISHED BY BEST BUY, INSTALLED BY ELECTRICAL CONTRACTOR. —5- DUPLEX RECEPTACLES ON CEILING FOR PROJECTORS. PROVIDED BY OWNER. 1 -120 VOLT, 20 AMP CIRCUIT ho"m JUNCTION BOX DETAIL 3/41' =1' -0'1 WIRING CHASE LID BY OTHERS 18 -GA. GALVANIZED —� STEEL U- SHAPED WIRE CHASE ATTACHED TO WALL W /APPROVED FASTENERS. BY BEST BUY � MELAMINE FACE —� SECURED W/ _ DOUBLE STICK TAPE. 19 CABLES AND SPUTTER TO RUN IN BASEBOARD CHASE; BY OTHERS REI,`TCVVED FOR AUG 3 12006 Ci Of Toikan �1- j ;r" nit / -)At . NOTE: INSTALL INSIDE PANELS BEFORE EXTERNAL CHASE n CHASE DETAIL 1 1/211 =1' -011 ij•i ijT iji�iii iii iii. ii_i..iii �i_ 11-[p iI iii: iil iirf ►�i iii i-ir i.il Li_�..i.i.i. ii.� iii- �.i�_.,��1 Inch) I insl 1I IM I 2I I;ro I I , 3I I f ;4� . Y I I I. 5) I I 61 Slncei872" 5L • bb E6 Z6 L4 06�.,�� 8 L. 9 5 ;, , b. Z G .� 1':141111411 iii1iiii1wo "01 n RECEIVED CITY OFTuKW1LP AUG 2 4 2006 PERMIT CENTER EXE�.I- oBEST \1841Y i HOME THEATER SQUARE FOOTAGE TOTAL: 466 SF CONCEPT: HEET PLUS STORE NUMBER: #447 17364 Southcenter Pkwy. Tukwila, WA 98188 DATE: 08 -11 -06 REV, DATE 0 0 SHEET; POWER PLAN AND DETAILS 1.7 BRIe cawufe roACCESwr�.E CON DINAMME UMM camsPACEWm 0007aoREE ELM NEFORLwEVOLTAGE SWEEPTOWAROSSnIM CONDWANDWIREBACKro PROLE NriANSUSfm om ElM PANEL FOR LPEV01.TAGE man f CONWNTANOWI E— CONOWANOWRETOLIGIR— F d FORIIEVOLTAOE RmiAEBANOBACK -m -_ --- I� ` - - - -- - - -- — — PAIELfOfRfIEVOLTAGE ,I 1 1 - I j E>aE7+oelcruoer --� 1 1 1 1 1 1 AIICIION BOX Comm SYARtYwL(1YpIC�Ij � 1 1 1 ' 1 1 1 b -sue— 1 -1 ; /OANOBOXFON 1 1 1 SMLEi MON ACCESS o -'; - -- 1 tcaNTROLLlDOU7� I 1 - -1 1 _ I 1 =1 SPACE.I 00l�OfFT�O � 11�= :1 1 I- BUSIMCNEACII 1 =1 ==`= HVAC9EN80R ALLD EMCEBTOBE �- - -- CawOBPACEPROYDE BwOIEOANOJIwCIpNBOXOFppOli 1 W7fH3N'COmwm PRDECfORSIM& PQI@iEDSCRF8ICCNRiOL DxwmItm CNEACHf3Q I 2-MrJ NCTIONBOXEBWmI VDLWT 1NRM iE 3N•COAOUTroACCES3EXE COMSPACE.PROVIDENW e7�71NC�saH R ' �+o.... i � ualNrr�wFOCnIIE. lI t REVISAIED FOR' CODE rni ii)LTANI(-'E POyERIPOWER CABLE LEGEND AMPINNERGY .. CODE CABLE LENGTH PART A QTY. n n ALL AMP COMPONENTS ARE U.L. AND CSA LISTED. c'.._.._.- I 1- GREEN n o 1 fC - .._.. -n- a o FOR TECHNICAL AND PRODUCT INFORMATION CONTACT AMP. h: N - 5 2.668127 -7 1 ri O SYSTEM N4 3 -GRAY CI Cl O o O •0 O © L7 _ r7 �n ©� , o t REVISAIED FOR' CODE rni ii)LTANI(-'E �TIfICAL) POyERIPOWER CABLE LEGEND AMPINNERGY WIRE COLOR CODE FOR B WIRE AMP SYSTEM CODE CABLE LENGTH PART A QTY. 52 20A RECEPTACLE LEGEND ALL AMP COMPONENTS ARE U.L. AND CSA LISTED. MODULAR DISTRIBUTION I 1- GREEN r 1 fC FOR TECHNICAL AND PRODUCT INFORMATION CONTACT AMP. h: N ............. 5 2.668127 -7 1 ri CONTACT: DON MARGO CONTACT: FRANK LINCOLN SYSTEM N4 3 -GRAY CI Cl O o O tS� C7 0 O CI 2 2 406249 -1 -.—. -- FAX: (336) 727.6686 PHONE: (336) 727.68?,4 PLANNING MANUAL 1 5. BLACK 8 -BLACK PARTS LEGEND 3 4062501 8 FAX (336) 727.6030 REV. B 2 -T-RED ® O O�7 �'• ©�� ! u a ©2 (14 a c7© f 3 -a-BLUE �TIfICAL) �, ELEVATION D ELEVATION 1/4' 1 = 1' - 0" 1/4' 1 0.. = 1 AUG 3 12006 AMP PART NUMBER LEGEND POyERIPOWER CABLE LEGEND AMPINNERGY WIRE COLOR CODE FOR B WIRE AMP SYSTEM CODE CABLE LENGTH PART A QTY. 52 20A RECEPTACLE LEGEND ALL AMP COMPONENTS ARE U.L. AND CSA LISTED. MODULAR DISTRIBUTION G 1- GREEN 3' 1'668121.8 1 fC FOR TECHNICAL AND PRODUCT INFORMATION CONTACT AMP. N 2 -WHITE 5 2.668127 -7 1 o CONTACT: DON MARGO CONTACT: FRANK LINCOLN SYSTEM N4 3 -GRAY 1d 5.556127-6 O II O SEE LAYOUT AND - -�1 0 �, ELEVATION D ELEVATION 1/4' 1 = 1' - 0" 1/4' 1 0.. = 1 AUG 3 12006 AMP PART NUMBER LEGEND POyERIPOWER CABLE LEGEND AMPINNERGY WIRE COLOR CODE FOR B WIRE AMP SYSTEM CODE CABLE LENGTH PART A QTY. 52 20A RECEPTACLE LEGEND ALL AMP COMPONENTS ARE U.L. AND CSA LISTED. MODULAR DISTRIBUTION G 1- GREEN 3' 1'668121.8 1 (WITH RACEWAY MOUNTING BRACKET) FOR TECHNICAL AND PRODUCT INFORMATION CONTACT AMP. N 2 -WHITE 5 2.668127 -7 1 CODE CIRCUIT PART / CONTACT: DON MARGO CONTACT: FRANK LINCOLN SYSTEM N4 3 -GRAY 1d 5.556127-6 B 1 406248.1 8 PHONE: (336)727- lir.782 PRODUCT ENGINEER SEE LAYOUT AND IG 4 4 - GREEWYELLOW 2Q 7558127@ 2 2 406249 -1 6 FAX: (336) 727.6686 PHONE: (336) 727.68?,4 PLANNING MANUAL 1 5. BLACK 8 -BLACK PARTS LEGEND 3 4062501 8 FAX (336) 727.6030 REV. B 2 -T-RED ITEM PART # QTY. FOR ADDITIONAL PRODUCT REQUESTS, DELIVERY DATES PAGE 13 of 42 3 -a-BLUE DISTRIBUTION MODULE 558173.1 1 POWER JUNCTION BOX 558888.1 11 AND INSTALLATION SCHEDULING CONTACT BEST BUY. QD UNE ENTRY CABLE 657853.1 1 MOUNTING BRACKET 5589201 11 djl� Ijl -III Ijl 111 111 111 11 li- - I `ICI III III III Iii III ljl ill ICI I►I III 111 ll1 111 1�1 I Inchl I vtBl : 1I I I I 2I. I. I 3I:. I I I I I I. .5I... 3 Awsm6 'p , ._. S7nu18721• t sj 54 tiL EL ZL LL0L °`.. 5 Eta -a'L.t:� +' 91 v q'..: •ti: E Z G wo �I��. ii► liui�iniliin�iinluu�llnliui�li�iilnn�niiliiil. V1i111�n111i111i1ii111111111i1u1illllllluilllillll1► 1111i�iiilllli ►�iiiil►iil�liillii�i� RECEIVE CITYOFTItK U AUG 2 4 2006 PERMIT CENTER �� p•.0 wAS y j N 9T � •' +9FGIST�H�� •' ` Comm ��SS�aNAL EXPIRES :�, - 2 (. osESr \suY, HOME THEATER SQUARE FOOTAGE TOTAL: 466 SF CONCEPT: HEET PLUS STORE NUMBER: #447 17364 Southcenter Pkwy, Tukwila, WA 98188 DATE: 08 -11 -06 REV, DATE SHEET: INTERIOR ELEVATIONS 168 S P E C 1 F C A T I O N S. Freestanding and demountable. Available in standard heights of 5', 0' ,9' and 10. Top of wall adjusts tip to 3" and base adjusts 11/2". Standard width frames are 12 ",18 ", 20 ", 24 ", 30 ", 36 ", 40", 42 ", and 48 ". Special horizontal expander walls adjust up to 13 ", finish walls are 51/4" thick, outside panel to outside panel. 10 ga, welded gavannealed steel frame, double- returned C- channel fabrication. Frames are attached to each other by means of patented, self - aligning clips, frames are easily leveled and plumbed with a Phillips head screwdriver frotri an upright position. Frames can be attached to any existing wall surface using appropriate anchors and SMARTWALLS" wall mounts. Attachment to floor or ceiling is not required in most applications. PANEL TYPE 1/4" MDF (medium density fiberboard) substrate With thermally fused melamine laminate surface in a wide variety of colors and patterns (aver 100). SMARTWALLS" wall parcels are rated Class 111, ASTM [04.97 (FLAME - 90, SMOKE - 90). Panels attach to metal frames with a patented magnetic extrusion, which_is available in black, white and silver. The magnetic material will not affect voice, data or power components, SOUND RATING ASTM E90 with STC of 34+ ELECTRIC SMARTWALLS" provides an open cavity of 31/4" to allow complete access for power, cabling and technology components. SMARTWALLS" are compatible Wth all conventional power and data components as well as most modular plug and play systems. DOORS Standard aluminum and custom hollow metal frames in a variety of finishes. Doors may be wood, laminate, or aluminum & glass. Hinge doors, pocket sliding doors and both interior and exterior (corridor side) sliding barn doors are offered. Standard sizes are 3070, 3080, 3090 for single doors, and 5470, 5480, and 54DOfor double doors. Standard aluminum frame colors are bronze, black and white baked enamel or clear anodized. Custom frame colors are available. HARDWARE Most commercial grode latch sets and hinges are compatible with SMARTWALLS" system. WINDOWS Standard aluminum and Custom hollow metal frames in a variety of finishes. Standard aluminum frame colors are bronze, black and white baked enartiel or clear anodized. Custom frame colors are available. Standard heights are floor to top of (loot and 36" A.F.f. to top of door. Glass can be 114' to 1/2' thick, clear or architectural, TRIM Ceiling trim is magnetic cc- extruded rigid PVC %viih flexible gaskets. Available in black, off -white and custom field palmed colors. Matching metal edge protectors on all outside •corners,Cove.base_..____ is vinyl or rubber. I REVIEWED FOR CODE COMPLIANCE LEAD T I M E INSTALLATION SUPPORT LIMITED WARRANTY SUSTAINABILITY 5.8 weeks. By factory, dealer or contract installation teams. Design, layout and fabrication of custom fixtures, millwork and Teti (10) years on flames, one (1) year on parcels. AUG 3 '12006 0 Tukwila Materials are reusable and reconfrgurable. Steel and magnet materials are recyclable and standard substrate (panel) is made from 70% recovered and recycled content. Knee walls, tack boards and white boards walls, built -in & demountable graphics, curved walls, bulletproof walls, custom signage. (?—,)COPYRIGHT SMART WALLS, LLC 2003 AUG 2 4 PERMIT Inch 1116 iii• ijiii��i� 'I'i11��1�1�����1�1i�.2�11�� A. ' JV VP i Since i8p, i. it t 9L bl EL Z6 4l OLD: LEA'' 1 1.1.'6 Ji��► iliiiiliiiiili liiiiliiiil iiiliilililiil► �I�III��IIIi�IIIIIIIiI ►IIII�IIII�III�.II REGI T"cr ARCHITECT I BRUCE M. CARLSON rATE OF WASHNGTCM 'Utho ��Il,/�Ia'� R r I HEREBY CERFITY THAT THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE. I AMA DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON. BRUCE M. CARLSON PRINTED OR APED NAME o SIGNATUR DATE ISSU 08 -11 -06 REG. NO. 5449 oBEST \ BYY HOME THEATER SQUARE FOOTAGE TOTAL: 466 SF CONCEPT: HEET PLUS STORE NUMBER: #447 17364 Southcenter Pkwy. Tukwila, WA 98188 DATE: 08 -11 -06 REV. DATE A. A SHEET: - SPECIFICATIONS 1,09 a� J V m big of b i. z �11 o x a F oc m N us F! w n o n N 0 n W aF Igg p wig X F y < �i I t� O � Z � � � K FF� < O M SQ_SQ N p m bi =F=� 0 0� s o ° ti 9 lip I WE F oil W� �< Q 9. 2; } Ip 1 1Milk; 1 �< a � In il W iL a e N a FF- T F Y � t i 19 F 5 i Z` _ Q Id W !Q IN i SPIN � I l N . I � Oil X - W < 1111111514 acm ys 112 j ° >RMI � All, . � z .. N � M 11 11 h I b s a ro n ognow t$ z3 3 3 I gig .=� .�� �4�� .- �e- j.- 1W.- �.- ��1W.- �. -���� r ����� =`n �1Q{�= l3MMINI WxWx h �f tr IC651 W "4 dpi NC; C �1 IIIIIIIIIIIII111IIIIIIIIIIIIIII2Illl7` r.- ._3i I I IIIIIIIlII1�4�IlI�IIIIIIII115Illl�lli�lll�ils�` Inch t /i8 3 i£STCOTTl& ; Since 1872 •° 5 L b L E L Z L 4 L 0 ., ..r Z 1111 111111LIIIII�IIII111IIIIIIII111IIII111111IIIIIIII11 ,111 1III�IIIIIIIII�Illllllll�llll11111�11 [1 IF? l IN Q3 `N �� In O r A RECEIVED CITY OFT(IMILP AUG 2 4 2005 PERMIT CENTER PRINTED OR TYPED NAME oBEST \1340Y HOME THEATER SQUARE FOOTAGE TOTAL: 466 SF CONCEPT: HEET PLUS STORE NUMBER: #447 17364 Southcenter Pkwy. Tukwila, WA 98188 DATE;_... I' X08;;16 X076- -- ! REV. -`- `'"DATE cE 2006 i i�. SHEET:'• : � .'�� � i' 1A.ECILANICAL SPECIFICATIONS Almd 0 WON 16 - SECMWAL 16010 QDIEPAL PROYISi0N5 PART 1 - GENERAL 1.01 9COPE A. General Conditions, Instructions to Bidders, and appliicable sections of the Architectural Specifications shall apply to this section. B. The provisions of this specification section shall apply to sections of Division 16. 1.02 RELATED = SUM FLSEDETiE A. Division 16 work includes electrical work referred to in any part of the contract documents. Refer to other divisions drawings and specifications for requirements. 1.03 CMFIICTS A. Conflicts may occur between the provisions of Division 16 and those of other Divisions, or between the drawings and specifications. In such a case the portion of the documents that requires the higher quality, greater quantity, or item of higher installed cast shall apply. B. If conflicts occurs between the requirements of the Contract Documents and the minimum standards for the work, notify the Engineer before proceeding with the installation. 1X4 DFFNTIQIS The following definitions apply only to Division 16 documents: A. Furnish: Obtain and deliver to jobsite. B. Install: Receive at job site, unload, store, set in place, and put in operation. C. Provide: Furnish and install. D. Connect: Provide service to the equipment and make necessary attachments including lugs, fittings, devices, etc. 1.05 MW NCLUDED A. Provide material, equipment, labor, services, etc. as required for the Installation of electrical systems in compliance with the Contract Documents. These systems shall be left complete, functioning, and ready for use. B. The omission of specific reference to material or labor required for, or reasonably associated with the installation of a complete system shall not be considered authorization to omit such work. 1.06 OODES AiD STANDARDS A. Work shall comply with the National Electrical Code and applicable national, state, and local codes, regulations, and ordinances. B. Materials and equipment used shall be listed and labeled by Underwriters Laboratories, Inc. where UL testing and IisUng are available for the materials or equipment C. Install materials and equipment in accordance with the manufacturers recommendations and instructions. D. Work shall be performed in a neat and workmanlike manner by licensed electricians. 1X7 UK OF WAY= A. The drawings are diagrammatic in nature and indicate approximate locations and the general arrangement of equipment, systems, and building elements. Do not scale drawings of 1/4' _ 1' -0' scale or smaller. Refer to dimensioned drawings for locations of building dements, equipment, etc. Field measurements shall take precedence over dimensiooned drawings where applicable. Verify locations with the Owners representative. B. Obtain clarifications from the Engineer before proceeding, if any questions arise regarding the intent of the Contract Documents. If a clarification cannot be obtained quickly enough, the higher quality, greater quantity or Item of higher installed cost shall apply. C. For locations of connections to equipment furnished by others, consult the supplier of the equipment. 146 511MAI. CHARGES A. Obtain and pay for permits, licenses, and inspections required for the electrical work. 1X0 MATEWS A. Materials and equipment used shall be new and of good quality, unless otherwise approved by the engineer, 1.10 0001DNA11011 A. Coordinate the work with that of other trades to avoid conflicts or interferences. Inform other trades of clearances, openings, or restrictions required around electrical equipment. The layout of electrical systems may be altered to avoid conflk:ts prior to installation at no additional cost to the Owner. Report conflicts to the Engineer irnmedkrtely. B. Field verify dimensione, mounting heights, and other conditions prior to Installation of electrical systems immediately notify architect's project manager of discrepancies. 1.11 SIZE EXAMINAI ON A. Verify existing conditions at the site that may affect the execution of the work. Make provisions as required to accommodate such conditions. 1.12 SlB1RALS A. Submit to Engineer one set of record drawings ('as- butt') showing changes made from the Contract Documents during construction. These drawings must be kept current as work progresses. 1.13 51.118S'01UTIONS A. The Contractor shall bear responsibility for any changes caused by the use of approved substitutes, inducing the cost of additional work required by other trades. B. The Engineer may, at any time, require the Contractor to remove any equipment or material when it is not approved as a substitution, or does not meet the specifications. This work must be completed in a timely manner and at no additional cost or inconvenience to the Owner. 1.14 BEICIRARY IPOER AND U611TN0 A. Provide tenpory power and lighting as required. B. Electrical Contractor shall remove temporary wiring when permanent wiring is completed. 1.15 GIARAM A. The Contractor shall be responsible for work performed by him for a period of one year from date of find acceptance of the work. The Contractor shall repair or correct any defects that develop in any part of the system due to faulty material, equipment, or installation at no additional cost or inconvenience to the Owner. 16100 BASIC MATERIALS A IEIHOD6 PART 1 - GENERAL 1.01 SCOPE A. The provisions of this specifcation section shall apply to sections of Division 16. 1.02 SHOP DRANO A. Shop drawings not required. PART 2 - PRODUCTS 201 CONDUIT AND FlTTNGS A. Electrical Metallic Tubing (EMT) 1. Conduit shall be dectro- galvanized stool, with an interior coating of aluminum lacquer or enamel. Do not thread tubing. 2. Fittings shall be steel concrete -tight compression type or steel set screw type. Die -Cast fittings are not allowed. B. Flexible Metal Conduit 1. Conduit shall be hot - dipped galvanized stod interlocked banding. 2.112 stings shall be clamp type steel or malleable iron. Die -Cast fittings are not allowed. A. Boxes shall be 4' square, galvanized steel, knockout type, for all outlets and fixtures, unless noted otherwise. Acceptable manufacturers: Steel City, Race, Appleton, or equal. B. Pull boxes shall be sized as Indicated and /or as required by the NEC, constructed of code gauge baked enamel painted or galvanized steel, with hinged or screw covers. Screws shall be corrosion resistant. Boxes flush mounted in walls shell have oversized, flush type covers. Acceptable manufacturer. Hoffman or equal. 203 WE AND CABLE A. Wire or cable insulation shall be UL listed for the specific application. The voltage rating of the wire or cable shall be greater than or equal to the applied system voltage. B. 112 AWG to /10 AWG copper wie shall be solid or stranded with type THHN, THWN, or XHHW insulation. Acceptable manufacturers: Rome, Anaconda, South wire, or approved equal. C. #8 AWG and larger copper wire shall be stranded with type THHN, THWN, or XHHW insulation. Acceptable manufacturers: Rome, Anaconda, South wire, or approved equal, D. Aluminum wire shall not be permitted, E Metal Clad (MC) Cable 1. Sheathing shall be continuous corrugated or smooth, aluminum. Interocked type is not allowed. 2 Conductors shall be solid or stranded copper, rated 6DO volts with type THHN, 90' C insulation. 3. Cable shall conform to UL standard 1569. 4. Cable shall include a full size grounding conductor. The grounding conductor shall be insulated for isolated ground or GFl circuit& Sheathing shall not be used to lieu of a grounding conductor. 5. Fittings shall be UL listed for use with the appropriate type of MC cable. Connectors intended for types NM, NMC, SE, USE, UF, or AC cable are not allowed. 6. Acceptable manufacturers: Rockbestos, Interflex, Okonite, AFC, or approved equal. 204 COi WrOR TEIM7 01f% A. Connectors for #B and smaller wire shall be self insulating, spring action mechanical connectors. Acceptable manufacturers 3M (Scotchlok), T do B (PL series), Buchanan, or equal. B. Connectors for j6 and larger copper wire shall be crimp on connectors, hydraulic; compression connectors or set screw box lugs. Acceptable manufacturers: AMP, Bumdy, 0.7. Gedney, 3M, T dr B. Ilsco, or approved equal. C. Electrical tape shall be 3M (Scotch) or Plymouth. 205 W= DEWCES A. Provide a specification grade wiring device for each outlet indicated on the drawings. All devices shall be of the same manufacturer. Devices shall be ivory unless noted otherwise. Acceptable manufacturers: Hubbell, Leviton, Square D, P & S. Eagle, or approved equal. B. Receptacles. 1. 20amp receptacles shall be 125 volt A.C., duplex, self grounding type with wrap around mounting strap. C. Switches. 1. Toggle switches shall be 20amp, 120 /277 volt A.C., quiet type. D. Coverplates. 1. Provide ivory cover plates for all devices and blank ivory cover plates for unused device boxes. 2. Surface mounted device covers shall not be oversized flush mounted device covers. 206 111111111=0= iEW Provide one of the following disconnecting means where 'disconnects' are called for in the Contract Documents. Provide the type of disconnecting means that is specifically called for if such is the case: A. Safety switches shall be heavy -duty with quick -mace, quick- break, posiUve interlock mechanism, mounted in a NEMA 1 enclosure unless indicated otherwise. Fused safety switches shall be suitable for class R cartridge fuses. Acceptable manufacturers: ITE Siemens, Square D, or General Electric:. B. Molded case switches shill consist of a bolt -on, molded case circuit breaker mounted on a NEMA 1 enclosure unless otherwise indicated. Enclosure to be surface or flush mount, as required or indicated. Acceptable manufacturers: ITE Siemens, Square D, or General Electric. C. Manual Starter switches shall consist of an on -off, 1, 2, or 3 pole toggle switch, with or without overload protection as required or indicated. Acceptable mmuf64turers: ITE Siemens, 207 Square 70 era Electric. A. Engraved none plates shall be laminated black on white, plastic with minimum 1/4' high letters. Provide only where indicated. B, Marking pens shall be permanent, quick drying, waterproof type. C. Engraved device covers shall be factory engraved with contrasting color, minimum 3/16' high letters. PART 3 - EXECUTION 301 GOERAI. A. Raceways, cables, boxes, devices, and equipment shall be concealed above finished ceilings, behind finished walls, or below finished floors, unless otherwise approved by the owner. B. Raceways, boxes, devices, and equipment installed in unfinished areas are to be surface mounted or exposed unless otherwise indicated. In areas with exposed roof structure, mount raceways, supports, boxes, eta above bottom of roof structure. In areas with exposed precast concrete ceilings, mount raceways, boxes, eta tight to the precast ceilings. C. Raceways, boxes, devices, and equipment mounted on 'I -Beam' type columns shall be mounted on inside surface of I Beams for physical protection. D. Maintain 7' -6' A.F.F. minimum clearance height below electrical raceways, boxes devices, equipment, etc, unless indicated otherwise. E Where applicable, refer to architectural reflected ceiling plans for locations of light fixtures and other electrical devices and equipment. 302 CUTTN6 AND PA70M A. Cut and patch building materials as required to complete the installation of the electrical systems. Repair building surfaces and materials that are altered by the electrical work. Seal around conduit penetrations through walls, floors, and ceilings. Seal penetrations through fre rated walls or smoke barriers so as to maintain the rating of the barrier. B. Do not cut, penetrate, or otherwise alter any structural member without the written approval of the Engineer /Architect 303 SWP0ii1S A. Support electrical materials and light fixtures from the structural framing of the building. Do not use metal roof decking or metal floor decking for support. B. Support wall mounted equipment from masonry or metal framing. Anchors, hangers, and fasteners shall be adequate for the load to be supported Plastic anchors are not allowed. 304 COW WSTALLATION A. Route exposed conduits parallel or perpendicular to the building walls and structure. B. Conduit shall be firmly supported from the building structure by means of corrosion resistant straps, clamps, or hangers. Support multiple parallel conduit runs from trapeze hangers. Conduit above T -grid ceilings may be attached to ceiling support wires by conduit dips. C. Do not mount conduit on mechanical ducts or penetrate mechanical ducts unless indicated otherwise. D. Conduit shall not be installed so as to block or restrict access to equipment for normal maintenance or repair of the equipment. E Maintain a minimum of 6' clearance between conduits and any hot piping and surfaces Including hot water lines. F. Conduits shall be 1/2' unless indicated otherwise, except for home runs, which shall be 314' unless indicated otherwise. G. To prevent condensation wherever conduits pass through barriers between areas with a temperature difference of 30' F or greater. H. Conduits through roof shall penetrate roof using proper approved roof flashing. Owner's general contractor must hire the roofing contractor for roof repair and finishing of 306 ppeene�trations and equipment curbs. A. Mount boxes plumb and level. Flush mount boxes unless indicated otherwise. RECEIVED B. Rigidly support boxes independently of the conduit system. CITY OFTIIKWILP i�i�. ii�i�l�. I.II�1I_II_III_IIIIIIIII2IIIIi- Ii II11�I113III ,II�i�I�III�4iIiiiIII�IIIIIu 11.1i1 1 11'�'J6I: Inch 1/16 S � STCOTTp S1=1872 5 l• ' ti 6 E 6 Z 6 G L 0 �;:",�'"- , cr ,L..,;::; ;.9:�: A''•� '; \'4 E Z G WJ III. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII. , II. IJIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII (IIIIIIIIIIIIIIIIIIIIIIIIII.II AUG 2 4 2006 PERMIT CENTEN 0 w it * -- 9 C2 Q'oy•,'Tz •2 00906" *to'ST EP�� /OVAL E EXPIRES 3 -2.1- ogEST \BYY I HOME THEATER SQUARE FOOTAGE TOTAL: 466 SF CONCEPT: HEET PLUS STORE NUMBER: #447 17364 Southcenter Pkwy. Tukwila, WA 98188 DATE: , '-' ____. _- ---- -- _1 ) r- 08- 11:06 REV, -;' -,_\ DATE AUtQ,i 1 ';grit, i SHEET: 1 ELECTRICAL SPECIFICATION 2.1 C. Close up boxes to prevent entrance of foreign materials during construction. D. Do not mount boxes back —to —back or use through— the —wall type boxes. E Close up unused knockouts or openings in boxes. F. Coordinate box sizes and depths with the architectural documents for wall, floor, and ceiling depths, clearances, etc. G. Coordinate box locations so as not to interfere with ductwork, piping, or equipment. Field verify door swings and coordinate switch locations so that switches are not covered by doors, Verify locations of counters, cabinets, shelving, and equipment and adjust box locations accordingly. Mount outlet boxes above counters horizontally. H. Boxes shall be mounted at the heights noted on drawings. Heights indicated are to the center of the outlet, unless noted otherwise. 3.06 ME NO CABLE A. Install wire In raceway unless indicated otherwise. Type MC cable, where allowed, may be installed without a raceway except where indicated otherwise or required by codes. B. Examine wire and cable before installing. Do not install wire with damaged insulation or conductors. C. Install wire and cable in accordance with manufacturers recommendations. Do not damage the conductors or insulation during installation. D. tiring shall be color coded in accordance with the National Electrical Cade. E Conductors shall be a minimum of 112 (except for control wiring) and copper unless Indicated otherwise. Wire shall be assumed to be 112 copper unless indicated otherwise. F. Conductors may be identified by color impregnated insulation or by taping. Tape shall be overlapped, solid color electrical tape. 3 or more inches of marking tape shall be visible at terminations and boxes. G. Three phase electrical equ'pment shall have the phases arranged as follows: A,B,C — Top to bottom AAC — Front to balk A,B,C — Left to right (when facing front of equipment). H. Type MC cable may be used only for lighting circuits where concealed above accessible ceilings. Do not use MC cable for equipment wring, in areas with no ceilings, or in gyp board walls or ceilings. Do not use where not permitted by local codes. 3.07 OOIDIICTOR 11811PMM S A. Provide connectors, lugs, ett as necessary to make electrical splices, taps, and terminations required. B. Use self — insulating, spring action mechanical connectors for splices and taps in wire #'8 AWG or smaller. C. Use crimp —on type, hydraulic compression type or box lug type connectors for stranded copper conductors. D. Ensure that strands of conductors are enclosed within lugs or connectors. 30B WU DEVICES A. Mount devices plumb, level, and tight to the wall or device box. B. Mount single pole switches so that the handle is up when the load is energized. C. Mount pttaDd� at the grounding stub is down or to the right when facing the device. A. Mount switches at 54' A.F.F. or as required by field conditions, unless indicated otherwise. 310 DBITF1G um A. Identify switchboards (including individual switches or circuit breakers), motor control centers (including individual starters or overcurrent devices), pandboards, transformers, starters, and contactors with the specified type engraved nameplates. Attach with contact cement. B. Neatly identify pull boxes and junction boxes for feeders, communication systems or future systems with marking pen as specified. C. Provide engraved device covers where indicated in the documents. 311 EIRIP lT C0IDEIC110ii3 A. Make connections to electrical equipment indicated in the documents unless indicated otherwise. B. Obtain rough —in information and installation requirements from equipment supplier. Verify voltages and load information with equipment supplier prior to installation. 312 ADAISRIN AND 1FSW A. Adjust, test, and leave in operating condition electrical equipment and systems. B. Test wiring for open circuits, defective insulation, and unintentional grounds and correct any such conditions. C. Balance loads on all ponds so that the current drawn in each leg is within 5% of the average current in the hot legs. Reconnect circuits as required and correct panel schedules accordingly. 14200 6ROlRIIIIING PART 1 — ODERAL 1.01 SHOP W Mr6s — NONE Ri D= PART 2 — PRODUCiS 101 001Dtim A. Grounding conductors shall be identified by green insulation or green marking tape. 102 CLAMPS AND CM#ECiORS A. Clomps and connectors shall be copper, copper alloy, or bronze alloy. Clamps and connectors shall be suitable for use with copper or aluminum. Use O.Z. Gedney type ABG clamps, or equal for connections to conduit or pipe. Use O.Z. Gedney type KGM damps, or equal for connections to flat bars or metal. PART 3 — DtEWI N 301 EWFIIE1IT ago A. Ground raceways, boxes, cabinets, fixtures, enclosures, equipment, and other conductive parts of electrical systems. The equipment grounding system shall be permanent and continuous and shall have sufficiently low impedance to safely and effectively conduct ground fault currents. B. Equipment ground circuits shall consist of separate grounding conductors. C. Flexible conduit over 6' long shall include grounding conductor inside, bonded to the enclosure at the closest box on each end of the flexible conduit. D. Surface raceways plugstrps, and wire ways, shall include a grounding conductor inside, bonded to the raceways. E. Grounding conductors in raceways shall be insulated and grounding conductors in free air or soil shall be bare. 16400 SIRM & DI51RBU )N PART 1 — GOM 1.01 CRtW RTAKRS A. Utilize abandoned or spare breakers in existing ponelboards for circuits. B. If no spares, provide circuit breakers of same manufacturer of existing panelboard in spaces. C. If no spares or spaces avalable, contact engineer for coordination. NOTE: ELECTRICAL CONTRACTOR VOLTAGE DROP CHART TO BE USED FOR CONDUCTORS SIZES NOT SHOWN ON DRAWINGS. INCREASE WIRE SIZE BY NUMBER OF STANDARD COPPER SIZES TO COMPENSATE FOR VOLT DROP AND INCREASE CONDUIT AND GROUND WIRE SIZES ACCORDINGLY AS PER NEC. CONTACT ENGINEER OF RECORD FOR ASSISTANCE IF CIRCUIT LENGTH FROM THE SOURCE TO LOAD EXCEEDS MAMMUMS SHOWN CCT LENGTH FT. UPSIZE 120/1 75 -100 1 12D//1 1OD -200 2 20R 1277/1 200 0150 3 208/3 -200 1 208/3 OR 277/1 200 -250 2 208/3 OR 27771 OVER 250 3 480/3 300 -450 1 48073 450 -550 2 0 CODE C0 vi DLITAN( C AUG 3 l 2"U06 CH" ry RECEIVED CITY OFTOKWILP AUG 2 4 2006 PERMIT CENVTEFI Hq;9TA '•. ooaow4 0.�ss�ONAL E EXPIRES 3^ 21 o BEST \BYY i HOME THEATER SQUARE FOOTAGE TOTAL: 466 SF CONCEPT: HEET PLUS STORE NUMBER: #447 17364 Southcenter Pkwy. Tukwila, WA 98188 DATE: 08 -11 -06 REV. DATE A A SHEET: ELECTRICAL SPECIFICATION 2.2 �I o D N� to N ^ C`J I 2 �i o S1 a 18' -9 3/4" 4' -0" 4' -0" 4' -0" 4' -0" VB �. 3 S1 AB 4' -0" AB 4' -0`' AB 4' -0" 4' -0" FOUNDATION PLAN 1/4 "= 1 ' -0" PANEL FRAME BASE w/ ADJUSTMENT )/2"0 THREADED ROD SCREWS -2' -9 3/4" EPDXY 2 Ys" INTO SLAB W/ SIMPSON /-18 GA. STEEL BASE SET ADHESIVE PER \ BY PANEL VENDOR ESR -1772 -SLAB ON GRADE z 0 00 M w 0 w aI N 2 SECTION a° B I d- 0 I It I �t- < CD 2' -9 3/4" �� 11909, (9 NANLL ANCHORAGE TO SLAB 3EE PLAN BRACED 1 1/2"=l'-O" PREFABRICATED LIGHT GAGE STEEL PANEL FRAME, SEE VENDOR DRAWING Ya" THICK x 1 " WIDE STEEL STRAP BRACE FRAMING OCCURS LOCATIONS INDICATED THUS: I SEE PLAN RECEIVED CITY OFTUKWILP AUG 2 4 2006 PERMIT CENTER FRAME ELEV. 3/8 " =1 ' -0" a a .� 31[�Ii��ll�lll��IT�; 6._ i Inch 1/16 4i I l a $ RSTCO' d Y $MCC 18,73'" 96` bb' F £l•.. Zl• l•4 Ol,.'`�.. I6 as-�.8 ." "iiL l9 IIIJIII�IIIIIIIIilllllllll�IIIILILII�LII. III�����IIIIIIil�llll. llll�llllll�lll�llllilll1�llllllll�llllillll�llllillll�llllil (II�Hllillll�llllillll�lllli 2:114 Van Sickle, Allen & Associates, Inc. 2955 Xenium Lane North, Suite 10 Plymouth, Minnesota 55441 -2628 (763) 559 -9100 Fax: (763) 559.6023 of 'WA coo 1093 RECis��9�� I�SIn1v�t . ti�G CBE�T BYY HOME THEATER SQUARE FOOTAGE TOTAL: 466 SF CONCEPT: HEET PLUS STORE NUMBER: #447 17364 Southcenter Pkw; . Tukwila, WA 98188 DATE: 08 -15 -06 REV. DATE SHEET; FOUNDATION PLAN S, DETAILS S1 0 I N I r� 0 _I N� I ih N i - I 0 I I .A. 18' -9 3/4" 4' -0" 4' -0" 4' -0" 4' -0" 1Y2 ", 20 GA WIDE –RIB /ROOF DECK. SCREW -,/TO JOISTS W/ #10 SCREWS @ 12" O.C. (STAGGERED) (2) 1000– S250 -54 TYP. 2 S2 4' -0" 4' -0" 4' -0" 4' -0" ROOF FRAMING PLAN- 1/40'= 1 ' -0" –2' -9 3/4" 0 I �t- 0 I �t- 0 I // 4 n nnnru,n 111_ __W��� VVIJIJ t7' 5' -0" O.C. MAX. – SEE PLAN 2 S ECTI 0 N S2 3/4 " =1' -0" 0 j4T.O. WALL I SEE ARCH. 18 GA. BENT PL— MOUNTING BRACKET 0 I �t- I -2' -9 3/4" Y4." 0 BOLTS EA. SIDE (6 TOTAL)- W PREFABRICATED — LIGHT GAGE STEEL FRAME– SEE VENDOR DRAWING #10 SCREWS 12" O.C. ROOF DECK — SEE PLAN 2" MIN. EA. SIDE LIGHT GAUGE STEEL JOIST — SEE PLAN REk,f'! !P,!kE'D i 0 rn p: ~OMPLIAIIICE AUG 3 12006 rRY (!d 1,� Ctrilil j`�� l•�iT�•�,�iN� ;�h�i � j e;w,_t y�''11�, RECEIVE 2 CITY OFTI MA162 0 AUG 2 4 20n5 Q PERMIT CENTEN> 3 S ECTI 0 N S2 1 1/2 " =1' –O" IIIIIh,h6, ��ili�ilili�lll�iiilil Il�i� �iliAlili�iilf�I���1�, �i�iII�I�IIILI�lI1�I�III�III�1�1f' 1 2 3 `i 5 6 , S1=2872+• lM y {9. ` � (-��fl� 411 4 b EW'l 111 1.1IJI1111iI.IH. HIII �1111', ��� \�L1i Van Sickle, Allen & Associates, Inc. 2955 Xenium Lane North, Suite 10 Plymouth, Minnesota 55441 -2628 (763) 559 -910 Fax: (763) 559-6023 Y F O oF wASy�Nc�� 41093 �0. R�ctsTV�_ SSIONALti�� BEST in YY H OME THEATER SQUARE FOOTAGE TOTAL: 466 SF CONCEPT: HEET PLUS STORE NUMBER: #447 17364 Southcenter Pkwy Tukwila, WA 98188 DATE: 08 -15 -06 REV. DATE SHEET: ROOF FRAMING PLAN & DETAILS S2 i , . 4 — #10 SCREWS EACH SIDE SECTION TYP. )8"x4 "x12" DEEP PLATE `J 4 — #10 SCREWS + EACH SIDE V 1- V 1/8 SECTION "A" 1 " =1' -0" 2 SECTION S3 • il�iclntlt6III1IllI�IIIIIII 'I112II.��,� IIIIIIi 13I,I:III�Ija' 4�Ila illl. li`III,11.51.L)llll''6i} ' ,NYVEVKV 1 1 9L til EL _ Z4 lL :'06rI�1 g,f,.iL�gv9.s.:;;5. V E :: 4 wo IIIJ nI�nIIIIIn�nnlllll�uiIIILII�lllill ll�IIIIIIIII�IIII. LIII�hIIIIIIII�Illllllll��Illll► Il�lllllll�l�l�lllllll�lll�l�i�l�iI 111 Z l�►Illllllll�lll�l REVIEWED FOR CODE CONiFLIANCE AUG 3 '17006 tj. 6f T«k�nrila i) "Pf lom p 141 Van Sickle, Allen & Associates, Inc. 2955 Xenium Lane North, Suite 10 Plymouth, Minnesota 55441 -2628 (763) 559 -9100 Fax: (763) 559 -6023 tiS�Y F ,��wp� Hiyco�%i m � 2 .off �11093��0 tq `�SjON�+Lti� r z as S 0 1E ar Eguy HOME THEATER SQUARE FOOTAGE TOTAL: 466 SF CONCEPT: HEET PLUS STORE NUMBER: #447 17364 Southcenter Pkwy Tukwila, WA 98188 DATE: nR_ � ti_na RECEIVED °` SHEET: CITY OFTINVI P DEI'AItS 0 AUG 2 4 2006 4 PERMIT CENTER } S3