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Home My WebLink AboutPermit D11-025 - ASHLEY FURNITURE - PLATFORMASHLEY FURNITURE 17601 SOUTHCENTER PY Dl 1-025 City ofkukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: ht43://www.ci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 3523049087 Address: 17601 SOUTHCENTER PY TUKW Suite No: Project Name: ASHLEY FURNITURE Permit Number: D11 -025 Issue Date: 03/14/2011 Permit Expires On: 09/10/2011 Owner: Name: LEVITZ TUICWILA LLC Address: 180 N STETSON AVE #324 -D , CHICAGO IL 80601 Contact Person: Name: GREG MUNGER Address: 17601 SOUTHCENTER PY , TUKVVILA WA 98188 Contractor: Name: RUSHFORTH CONSTRUCTION CO Address: 6021 12 ST E, SUITE 100 , TACOMA, WA 98424 -1399 Contractor License No: RUSHFC *305R1 Phone: 253 740 -8103 Phone: 253 - 922 -1884 Expiration Date: 03/27/2011 DESCRIPTION OF WORK: CONSTRUCT PLATFORM TO MOUNT ELECTRICAL TRANSFORMERS (MOVING FROM INSIDE TO OUTSIDE THE BUILDING). Value of Construction: $2,400.00 Fees Collected: $243.92 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: IIIB Occupancy per IBC: 0019 Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 D11 -025 Printed: 03 -14 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature I hereby certify that I have read an governing this work will be compli N • • Number: 0 Size (Inches): 0 N Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: N The granting of this permit does not construction or the performance of to this permit. Signature: Print Name: Date: Public: Non - Profit: N Public: ned this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. me to give authority to violate or cancel the provisions of any other state or local laws regulating o I am authorized to sign and obtain this development permit and agree to the conditions attached This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of doc: IBC -7/10 D11 -025 Printed: 03 -14 -2011 this requirement. • • 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 11: ** *PLANNING DEPARTMENT CONDITIONS * ** 12: Transformers shall be set back from the edge of the roof or screened by the height of the parapet wall so that they are not able to be seen from the public right -of -way. doc: IBC -7/10 D11 -025 Printed: 03 -14 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httn://www.ci.tukwila.wa.us Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. III (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 17601 Southcenter Parkway Tenant Name: Ashley Furniture Property Owners Name: Levitz Tukwilla, LLC Mailing Address: 1311 Mamaronek Avenue, Suite 260 King Co Assessor's Tax No.: 3523049087 Suite Number: 100 New Tenant: Floor: ❑ Yes White Plains, NY City State m..No 10605 Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Greg Munger Mailing Address: 17601 Southcenter Parkway E-mail Address: gmunger @ashleyhc.com Day Telephone: Tukwila, WA City Fax Number: (253) 740 -8103 98188 State Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and-Gas Piping (pg 5)) Company Name: Rushforth Construction Mailing Address: 602112th St. E Suite 100 Contact Person: Marc Streleski E -Mail Address: MStreleski @rushforth.com Contractor Registration Number: RUSHFC *305R1 Tacoma, WA City State Day Telephone: (253) 922 -1884 Fax Number: (253) 922 -2089 Expiration Date: 03/27/2011 98424 Zip ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Block 16 Architects and Urbanists Mailing Address: 207 San Jacinto Blvd. Contact Person: Stuart Alderman Austin, TX 78701 E -Mail Address: salderman @block16architects.com City State Zip Day Telephone: (512) 916 -0041 Fax Number: (512) 961 -0051 ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: DCI Engineers Mailing Address: 818 Stewart Street, Suite 1000 Seattle, WA 98101 Contact Person: Craig Stainer E -Mail Address: cstainer @dci- engineers.com H:Wpplications \Fortes- Applications On Line\2010 Applications \7 -2010 - Permit Apptication.doc Revised: 7 -2010 bh City State Day Telephone: (206) 332 -1900 Fax Number: (206) 332 -1600 Zip Page 1 of 6 • BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 2,400.00 Existing Building Valuation: $ 986,200.00 Scope of Work (please provide detailed information): Platform to mount Electrical Transformers that are being moved from inside the building to outside. Will there be new rack storage? ❑ Yes �.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 318 Compact: 46 Handicap: 8 Will there be a change in use? ❑ Yes m No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers m Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\ApplicationsWorms- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1S` Floor 65,000 3 -B M 2 "d Floor 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 318 Compact: 46 Handicap: 8 Will there be a change in use? ❑ Yes m No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers m Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\ApplicationsWorms- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING QWNER OR 75,..e... HORIZED AGENT: Signature: Print Name: Greg Mu ger Mailing Address: 17601 Southcenter Parkway IDate Application Accepted: Day Telephone: Tukwila, WA City Date Application Expires: 0Q2 H :\Applications\Forms- Applications On Une\2010 Applications \7 -2010 - Permit Application.doc Revised: 7-2010 bh 09-1 it State 98188 Zip Staff Initials: Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us RECEIPT Parcel No.: 3523049087 Permit Number: D11 -025 Address: 17601 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 02/02/2011 Applicant: ASHLEY FURNITURE Issue Date: Receipt No.: R11 -00489 Initials: User ID: JEM 1165 Payment Amount: $149.60 Payment Date: 03/14/2011 04:12 PM Balance: $0.00 Payee: GREGORY S MUNGER TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 161141 ACCOUNT ITEM LIST: Description 149.60 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 145.10 640.237.114 4.50 Total: $149.60 doc: Receiot -06 Printed: 03 -14 -2011 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http:/lwww.ci.tukwila.wa.us RECEIPT Parcel No.: 3523049087 Permit Number: D11 -025 Address: 17601 SOUTHCENTER PY TUIKW Status: PENDING Suite No: Applied Date: 02/02/2011 Applicant: ASHLEY FURNITURE Issue Date: Receipt No.: R11 -00198 Initials: User ID: JEM 1165 Payment Amount: $94.32 Payment Date: 02/02/2011 12:20 PM Balance: $149.60 Payee: GREGORY S MUNGER TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 122020 ACCOUNT ITEM LIST: Description 94.32 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 94.32 Total: $94.32 doc: Receiot -06 Printed: 02 -02 -2011 INSPECTION RECORD Retain a copy with permit INSPE ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ,Dl/- 025 Project:A Type of Inspection: Addre6 Date Called: Special Instructions: ` r 00 Daie Wanted: � . a.m. �� // C r � Requester: equester:�/ //e Phone No: 2. s3-37 7-75Sr Approved per applicable codes. Corrections required prior to approval. COMMENTS: Fro4.1,4-\\&14, )1 Inspector: Date: &_3 11 $60.0 INSPECTION FEE )EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: WV' —.4,f. r•• • -I; - .ti p 4x.1/-T : qr.- .� °`.: s e,urn--• ,ems;. r =•..,.. ..77.:.' • • I'NSPECTION• RE.CO`R,b. Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: AS N t. (F 1 INITLIPE Type of Inspection: F R P►yA 10& (� 6 t, C1 t•JOa A- - J b A'd_r7ess; 0 i So 1. 61 P� Date Called: A W -WI-444A b Special Instructions: _ Pe 1 r 1 1 aq alepieyv ed SA it-wt ?Ad 6,1- • Date Wanted. 3 _.-� 1 t p.m. Requester: Phone No: a. "6 3- 377 -758L% Approved per applicable codes. Corrections required prior to approval. COMMENTS: I (� 6 t, C1 t•JOa A- - J b 3 Pooii1 4. e edi. viic A W -WI-444A b (2)- Pe 1 r 1 1 aq alepieyv ed SA it-wt ?Ad 6,1- • v ,11;-f- a iii'. Q - �, I Ins lf c� toP dt Date: 3- 21-4/ n RE PECTION FEE REQUIRED. Prio, to next inspection. fee must be pai at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. :CONSTRUCTION TESTING LABORATORIES, INC. =U' FR CLIENT PROJECT TITLE J OBSITE ADDRESS CONTRACTOR Rushforth Construction ASHLEY FURNITURE 17601 Southcenter Pkwy, Tukwila Client 400 Valley Ave N.E. Suite 102, Puyallup, WA 98372 WWW.CTLWA.COM Telephone (253) 383 -8778 Facsimile (253) 770 -8232 fi DATE OF INSPECTION Mar. 29, 2011 REPORT NUMBER 01 PROJECT NUMBER 4185 wO B UILDING PERMIT NO. N/A i4 N/A 70; NO N/A 6099 Permit # D11 -025 1 arrived on the jobsite to perform anchor bolt pull test. As requested, I tested two of the WO for the transformer platforms. One each upper bolt for each platform was tested to 1,700 lbs and held for two seconds. Testing performed with our calibrated gauge and RAM. Testing performed we per DCI engineer's directive dated 3/28/11. Also, I inspected the welds for the above platforms. Welds are galvanized but appear visually acceptable as per AWSD1.1-10. C DATE RECD: 3 -29 -11 FIELD INSPECTION REPORT /Moll Merge File/ C. ALBRIGKT / cc: MAIL DIST.LIST ttv (*EATHER CONOIf1ON$8) 3 1a .'.n i :' �'w""�Sn TEMPERATURE , lMtit -'" u �s I4:xR h:n 1 ..41.4 itas BCi'.OiI:t3E°3 *.•� i r 4.- ±i , t""l ;js ,F Y r �„.„, CLEAR OVERCAST 4 3 ,� , - I },�, j SNOW INDOOR 8 l) 480 F � A 8:00 { 0. 03mlth li. war m N A / N /Ai } #ppyy��1 REVIEWEDIBT,HCfid :SC° .,.Lt , ' V PARTLY CLOUDY COVERED AREA T 't 4 } L f I CLOUDY &StY 1 RAIN $ *+1 V Il' t : .� ?!TIMOR 1 :. ar 1 Ids sS. , 5.4KKIIME J ¢'3=�.'wi"}Iti At •RINI 14TIME} "' �. , , FOGGYk ) N/A �15 N/A Via,' • SHOWERS *I N A N A 'w d D. mith tali )t Pog . tiou, NO7i66. RERIIpRUC1: om cEr Ns g. x.t ly1TmoMtn iR. RRITTE N?AVPNOVALCF.CQNOTRUCT,ONTES TIN.' tAO: ING3 tREP. ORT.P ERTABNS OONL' 1r-. TOtnNB: IUTERIAI ,TESTEDtnv;•uf0140410+77Welii ?=� DATE RECD: 3 -29 -11 FIELD INSPECTION REPORT /Moll Merge File/ C. ALBRIGKT / cc: MAIL DIST.LIST PILE COPY Ole Ce LR 3902 FI1m5 Hammond Po wer ®DRVIYPE TRANSFORMER YER Solutions Inc. 7793 �g'� E112313 GUELPH, ONT. BARABOO,WI COMPTON, CA 9ONTERREY, MX 14V/HT BIL TERM. BORNES LV/BT BIL TERM. 80RNES THREE PHASE DRY TYPE TRANSFORMER TRANSFORMATEUR SEC TRIPHASE Cust. Ref Rif. du client Serial No. No. de sirie Port No. No. de puce 480V H1 H2 H3 CURRENT COURANT VLTE VOLTAGE NONINNAAILO.EN CONNECTION PHASE EPH SVOLTS CONNEXION P 504 492 468 456 444 432 129.0 132.0 139.0 142.0 146.0 150.0 105 102.5 97 5 95 92.5 90 1 323 4 5 6 7 208Y/120V XO X1 X2 X3 kVA TYPE Cooling Refroldissement Temp. Rise Echouffemsnl Temp. Class Clews de Temp. Frequency Frbquence Imp6dance % 0 170.0 Encl. Type Type de bottler Wt LEIS Polds in lbs. NMK 112KB 112.5 K ANN 150 C 220 ' C 60 Hz 5.2 NEMA -3R 730 Winding Enroulement CSA Energy Efficiency Economic d rw is AL NEMA C802.2 -00 TP 1 -2002 SPABZS BEIWWEEN 0CIASIIIE AND ANY A01ACOIT WALL SHALL BE A MINIMUM OF 6 INCHES VERIFIED VERIFIE L Energy Performance Rendement Energetlque • • J11111111 2 REVIEWED FOR CODEOMPLANCE MAR 042011 CLIyofTukwrila BUILDING DIVII3I0N CITY NSA FEJ 0 2 2011 PERMIT CENTER 0111111`■ Hammond Power Solutions Inc. TITLE: 3PH DISTRIBUTION TRANSFORMER NAMEPLATE INFORMATION 2 02100/23 PS HCN:17028 DES: RTHAKER 00/01/12 RT HCN: 13106 NO. DATE BY REVISION DATE: 99/08/13 SCALE: N TS 22 root 2009/10/18 17:37 X11 - 025 J FRONT VIEW SIDE VIEW 26.00 38.00 z z 21.50 All Dimensions in Inches ENCLOSURE COLOR :ANSI 61 GREY — OUTDOOR H.V.1. TERMINAL DETAIL L.V.1. TERMINAL DETAIL MECHANICAL TYPE LUGS INCLUDED SUITABLE FOR 250MCM -6 CU /AL CONDUCTORS 1 CONDUCTOR PER PHASE MATERIAL 1/4' (6) THICK AL CUSTOMER NOTES: — HV1 TERMINATED AT TOP FRONT — LV1 TERMINATED AT COIL FACE 41111'" Hammond Power N� Solutions Inc. TITLE: 3PH DISTRIBUTION TRANSFORMER 2 02/09/23 PS HCN:17028 DES: RTHAKER 1 00/01/12 RT HCN:13106 NO. DATE BY REMSION DATE: 99/08/13 SCALE: NTS co = m m -I IN 0 m IN rT1 0 CJO Z K N CO 2.2 root 2009/10/18 17:37 =DCI EnGInEERS FILE COPY Permit No.. Project No. Oq- 21 -os2. Sheet No. T -1 Project ASH` -e'( Ti1VIN I L.AF Subject T?- A17For/AA • f VAS FlVIA4 PLA'14 Date II /q /10 By Ci^rS ()ac vJf1A- REVIEWED kr CODE COMPLIANCE ittPORWINIED MAR 0 4 2011 City of Tukwila BUILDING DIVISION N G1-i X 5.4 ili4 5414- Col1orfol.) LA '100S (VE rj) GL}xCiLl T -2- I' -y° mAx t (ve .+pi) Ip t PAX 31_ fse%i emMIYIIA }-Le 022011 PERMIT CENTER yf 1111:1CmIMMDC1 EnGInEERS Project No. 041-2'(— D52 Sheet No. T- 2 Project H l4)' FU(L0 I Talk T ILVNI I LA Subject 1--(410,14 6 FbtoM 6pa_ , eL- A'ff'D(L 1 S �I OPT Put T -3 It VS 7"3 ALI w j p.od,3 06a EMJO Tyf Date /6) 710 By cAs Sreua( TloNs p edt40 iti, e' .e-r„r COv crc ,, c wcLorS TRa*4SFoa -µCL (H,r?c t a 13 04) It 'li4a %moo w/ 11-ill 0cD E,JoS L3743 L rt( 5f (.,a0 901JT- a -T I 4C 964- T -1 DCI EfGIfEERS Project No. 0� -21 -052_ Sheet No. T -3 Project r� LW � � / HL Fv�� IT)I2e. - i Subject T ` S 0(1-1-4t=4. f t-er Fal-f4 De-TAILS Date 11/9//0 By c J It Vi $ ft T -2 (2 S -If' TN flO 8-010 w15" 660 Potall-S A-tl oo NeS)V6 cfl-,3 P€4. @2) 5/ ;10 (Loo wJ 5" to eotzelo fC 100 DCI E n G I n E E R S www.dci-engineers.com Bellevue Everett Spokane Portland San Diego Austin Ashley Furniture Home Center TI Tukwila, Washington Transformer Platform Structural Calculations Prepared for: Seattle Furniture Partners, LLC December 29, 2010 DCI Job #09 -21 -0052 Prepared By: DCI ENGINEERS 818 STEWART STREET, SUITE 1000 SEATTLE, WASHINGTON 98101 Project No. M- ZI -ocz- Sheet No. Project H LL^( T u ti43 T I s Foam Subject 66,0e, of_ YJo t < /v€ X41 L o1 2S Date I� /8/to By cm 4 we or- Wax-- 41-04A urtyl 06-314r.1 op- pi- S0(ur fi& A t*-N► Tr 5FO -fig ►�{ � TiMti1J Fn'-H i s TO 6E S SQ ) oN450 /Y A f' LFofL IA Psi for 15 w 0(, To ?N (15TIa4 lo'1 Nia CK- I I l-T - Coe- from. 1-15A t-4E-o S3ffi&ieT To SJ O- - 1-oPyiJ4 1401E0 i fow k TA NTS Pe ICIN\ LOfW5 1-01•1S F a 41216-t 2 W1 We y 9,511 LO•►cj 0e)6r_1o# Loads: BLC 1, Transformer Results for LC 1, DL + Trans . . Nov 9, 2010 at 10:34 AM transformer frame.r3d Company : Designer Job Number : Dec 29, 2010 12:13 PM Checked By: Hot Rolled Steel Section Sets Shape Tvne J fin41 1 Angle L3X3X3 Beam Single Angle A36 Gr.36 Typical 1.09 .962 .962 .014 2 Channel C4X4.5 Beam Channel A36 Gr.36 Typical 1.38 .289 3:65 .032 3 Rod 1/2 rod VBrace Pipe A36 Gr.36 Typical .142 .003 .003 .006 Hot Rolled Steel Properties I Yieldfksi 1 A36 Gr.36 29000 11154 .3 .65 490 36 2 A572 Gr.50 29000 11154 .3 .65 . • 490 50 3 A992 29000 11154 .3 .65 490 50 4 A500 Gr.42 29000 11154 .3 .65 490 ' 42 . 5 A500 Gr.46 29000 11154 .3 .65 490 46 Hot Rolled Steel Design Parameters m -w Cm -zz Cb v swavz sway Function 1 M1 Channel 44 11.25 2 M4 Z -200 32.75 3 M5 Z -200 32.75 Lateral 2 M2 Channel 44 Reaction Reaction Reaction Reaction • , :: •! itateral 3 M3 Channel 44 Lateral 4 M4 Angle 44 . _._ . lLateral, 5 M5 Angle 44 Lateral 6 M6 Rod 65.115 ::Lateral 7 M7 Rod 65.115 Lateral Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravi 1 Transformer None ty Joint Point Distributed Area (Me... Surface 1 4 Member Distributed Loads Member Label Direction Start Magnitude[k/ft.deg] End Magnitudefk/...Start Location[in.... End Location[in.%l No Data to Print ... Member Point Loads (BLC 1 : Transformer) 0 1 M4 Z -200 11.25 2 M4 Z -200 32.75 3 M5 Z -200 32.75 4 M5 Z -200 11.25 Load Combinations Description Sol... PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 DL + Trans Yes 1 1 Z -1 Joint Boundary Conditions Z fk/inl - ft/radl Y Rot.fk- ft/radl Z Rot.fk- ft/rad Footin 1 Ni Reaction Reaction Reaction 2 N4 Reaction Reaction Reaction 3 N9 Reaction Reaction Reaction Reaction RISA -3D Version 8.0.0 [I: \2009 Evrt Projects \09 -21 -0052 Ashley Homes TI \transformer frame.r3d] Page 1 Company Designer Job Number Dec 29, 2010 12:13 PM Checked By: Joint Boundary Conditions (Continued) Joint Label X fk/inl Y fk/inl Z fk/inl X Rot.fk- ft/radl Y Rot.fk- ft/radl Z Rot.fk- ft/radl Footing 4 I N10 I Reaction I Reaction I Reaction I Reaction I I I Joint Reactions LC Joint Label X fl Y flb Z flb MX fk -f MY fk- 1 1 N1 236.71 21.517 182.509 0 0 0 2 1 N4 236.71 - 21.517 182.509 0 0 0 3 1 N9 - 236.71 0 259.54 0 0 0 4 1 'N10 1 - 236,71 0 '259.54 0 0 0• 5 1 Totals: 0 0 884.098 4 • .23611 6 1- COG dins: NC NC NC 5 Member Section Forces LC Member Label Axial lb hear lb z hear lb Torauefk -ftl v -v Mom 1 1 M1 1 1 236.71 182.509 0 - 21.517 0 0 2 0 2 .172 .356 -.023 23631 178,244._ -.89 - -21.517.- 0 -.02 _ -165 3 3 236.71 -32.9 - 49.952 0 .017 -.223 4 • .23611 - 37204., : 491952 • . df . -.029, - -1191 5 5 236.71 - 248.309 - 48.237 -.007 -.002 0 6 1 .11/12 _ Y.. ' r48;237 ' , '._.'8:609;.. ,.. - -._ _' 0. . ' _ • . . 402-- . . 407 .. 7 2 48.237 4.305 0 0 -.002 -.013 8 3 48:237 0. .0 .:0 - .002. -:015 . 9 4 48.237 -4.305 0 0 -.002 -.013 10 5 48.237 =8.609 0 0 -.002 - -.007 11 1 M3 1 236.71 248.309 48.237 .007 -.002 0 12 2 .236.71 37.204 49.952 0 -.029 -.191 13 3 236.71 32.9 49.952 0 .017 -.223 14 4 236.71 - 178.204 .21.517 0 -.02 -.165 15 5 236.71 - 182.509 21.517 0 0 0 16 1 M4 1 -28 ;435 0 - 206.8 0 .05 -.05 17 2 - 28.435 0 -203.4 0 -.083 -.183 18 • 3 - 28:4355 -0. .. • _ 0 .0 -1087 : -.187 19 4 - 28.435 0 203.4 0 -.083 -.183 20 5. - 28435 0 • `2206.8 0 _05 -,:05 21 1 M5 1 1.715 0 -206.8 0 .055 -.046 22 2 1.715 0 -203.4 0 - .078 -.178 23 3 1.715 0 0 0 -.082 -.183 24 4 1.715 0 .203.4 0 -.078 -.178 25 5 1.715 0 206.8 0 .055 -.046 26 1 M6 1 - 349.339 0 -.886 0 0 0 27 2 - 349.822 0 -.443 0 0 0 28 3 - 350.305 0 0 0 -.001 0 29 4 - 350.788 0 .443 0 0 0 r 30 5 - 351.272 0 .886 0 0 0 31 1 M7 1 - 349.339 0 -.886 0 0 0 32 2 - 349;822 0 -.443 0 0 0 33 3 - 350.305 0 0 0 -.001 0 34 4 - 350.788 0 .443 0 0 0 35 5 - 351.272 0 .886 0 0 0 Member Section Stresses LC Member Label Sec Axialfksil v Shearfksil z Shearfksil v too Ben 1 1 M1 1 .172 .365 -.023 0 0 0 0 2 2 .172 .356 -.023 1.087 -1.087 -.89 .404 RISA -3D Version 8.0.0 [I: \2009 Evrt Projects \09 -21 -0052 Ashley Homes TI \transformer frame.r3d] Page 2 Company Designer : Job Number Dec 29, 2010 12:13 PM Checked By: Member Section Stresses (Continued) in.. z too Bendin.. z bot Bendin.. 3 1 M1 3 .172 -.066 0 -.053 1.468 NC -1.468 .771 -.35 4 0 -.006 4 .:172 -.074 NC -:053 1.257 - 1257 ' -1:296 • -;588 5 - 1.456e -3 7485.5 5 .172 -.497 -.052 0 -.01 0 -.082 .037 6 1 M2 1 _ _ - - .::035. _.. _ ._ ::017 :_ _ , 0 . , ,:048 NC - -:048 . - -:082 ..... . •..037 - 7 _ 0 2 .035 .009 NC 0 .086 -.086 -.082 .037 8 0 - 2.2e -4 3 :035. 0- 0 ;099 0 - - :099 -082. - , • . ..037 9 NC 9 4 .035 -.009 0 0 .0.86 - 2.2e -4 -.086 -.082 .037 10 - 5 ,:035 - :017. - 2.2e -4 0 . _ -.048 ,.048 11 ..%048 -.082. .. • :037 ._ 11 1 M3 1 .172 .497 12 .052 0 2 0 -.082 .037 12 NC NC 2 :1.72. .074 3 .053 1.257 . -1.257 - 1.296 .588 13 3 .172 .066 0 .053 1.468 NC -1.468 .771 -.35 14 0 0 4 :172 -.356 NC .023 . 1.087 M4 4:087 -:89 ;404. - 15 - 3.334e -4 NC 5 .172 -.365 .023 0 -.005 0 0 0 16 1 M4 1 _•:026_.._ 0 -.007 -:441 ,8 5974.88 , :..8_, 1.601_._,+ _. -1:804 17 4 0 2 -.026 0 7966.506 -.434 2.933 -2.933 -2.637 2.972 18 .008 _ - 3.334e -4 3 -.026 0 0 2:998 -2.998 -2.766 3.117. 19 4 -.026 0 .434 2.933 -2.933 -2.637 2.972 20 5 -.026 0 .441 ,.8 -:8 1. :601' _ - 1.804._ 21 1 M5 1 .002 0 -.441 .731 -.731 1.766 -1.99 22 2 .002. 0 -.434_ 2.864 =2.864 - 2.472. 2.785 23 3 .002 0 0 2.929 -2.929 -2.601 2.931 24 4 ..002 0 .434 2.864 • -2.864 -2A72 .:e- , 2.785 25 5 .002 0 .441 .731 -.731 1.766 -1.99 26 1 M6 1 . -2.46 .0 -.008 0 0 27 2 -2.464 0 -.004 0 0 -.901 .901 28 3 -2.467 0 0 0 0 -1:202 1.202 29 4 -2.47 0 .004 0 0 -.901 .901 30 5 -2.474 0 .008 0 0 0 0 31 1 M7 1 -2.46 0 -.008 0 0 0 0 32 2 -2.464 0 -.004 0 0 -.901 • .901 33 3 -2.467 0 0 0 0 -1.202 1.202 34 4 -2.47 0 .004 0 0 -.901 . .901 35 5 -2.474 0 .008 0 0 0 0 Member Section Deflections x finl z [in.! io (n) Liz Ratio 1 1 M1 1 0 0 0 - 1.489e -3 NC NC 2 2 0 -.006 0 - 1.489e -3 NC NC 3 3 0 -.01 0 - 1.456e -3 7485.5 NC 4 4 0 -.01 0 - 1.396e -3 NC NC 5 5 0 -.008 0 - 3.115e -5 NC NC 6 1 M2 1 0 -.008 0 - 2.2e -4 NC NC 7 2 0 -.008 0 - 2.2e -4 NC NC 8 3 0 -.008 0 - 2.2e -4 NC NC 9 4 0 -.008 0 - 2.2e -4 NC NC 10 5 0 -.008 0 - 2.2e -4 NC NC 11 1 M3 1 0 -.008 0 - 3.115e -5 NC NC 12 2 0 -.01 0 - 1.396e -3 NC NC 13 3 0 -.01 0 - 1.456e -3 7485.5 NC 14 4 0 -.006 0 - 1.489e -3 NC NC 15 5 0 0 0 - 1.489e -3 NC NC 16 1 M4 1 0 0 .008 - 3.334e -4 NC NC 17 2 0 -.005 .022 - 3.334e -4 7966.506 3307.873 18 3 0 -.007 .027 - 3.334e -4 5974.88 2400.495 19 4 0 -.005 .022 - 3.334e -4 7966.506 3307.873 20 5 0 0 .008 _ - 3.334e -4 NC NC RISA -3D Version 8.0.0 [I: \2009 Evrt Projects \09 -21 -0052 Ashley Homes TI \transformer frame.r3d] Page 3 Company Designer Job Number Dec 29, 2010 12:13 PM Checked By: CU Member Section Deflections (Continued) LC Member z finl 21 1 M5 1 0 0 .01 1.254e -4 NC NC 22 21.6 1 .2 0 -.005 .023 1.254e -4 7895256 3443.301 23 22 .001 3 0 -.007 .028 1.254e -4 5921.442 2495.462 24 H1 -1 3 4 0 -.005 .023 1.254e -4 7895.256 .. } 3443.301 25 21.6 27 5 0 0 .01 1.254e -4 NC NC 26 1 M6 1 -:006 0 .005 - 2.138e-5 NC NC 27 2 -.004 0 .056 - 2.138e -5 NC 1248.35 28 0 z 14.923 3 -:003 0 .076 - 2.138e -5 NC S89.449 29 1 M6 4 -.001 0 .054 - 2.138e -5 NC 1248.35 30 27 1.75 5 0 0 0 - 2.138e -5 NC NC 31 1 M7 1 -.006 0 .005 2.138e -5 NC NC 32 H2 -1 . 2 -.004 0 .056 2.138e =5 NC ..- 1248.35 33 3 -.003 0 .076 2.138e -5 NC 889.449 34 4 -.001 0 :054 .2.138e =5 ' NC 1248.35 NC 35 5 0 0 0 2.138e -5 NC Member AISC ASD Steel Code Checks a 1 1 M1 C4X4.5 .151 16.0.. .068 35.2..Y13.459 112 rod 21.6 27 21.6 1 .6 .85 H1-2 2 1 'M2 ;C4X4:5 A36 Gr.36 .,008 22 .001 {9 y13.459 21:6 27 21.6 1. .1 .85 H1 -1 3 1 M3 C4X4.5 .151 27.9.. .068 8.708 v 13.459 21.6 27 21.6 1 .6 .85 H1-2 4 1 M4 0X3X3 . .001 0 .031 0 z 14.923 21.6 - Cod.. 5 1 M5 L3X3X3 .000 0 .031 0 z 14.923 21.6 - Cod.. 6 1 M6 112 rod .159 32.5.. :001 65.1.- .744 21.6. 27 27 1.75 1 .6 H2 -1 7 1 M7 1/2 rod .159 32.5.. .001 65.1.. .744 21.6 27 27 1.75 1 .6 H2 -1 Material Takeoff Material Lenothfinl 1 Hot Rolled Steel 2 A36 Gr.36 112 rod 2 130.2 .5.2 3 A36 Gr.36 C4X4.5 3 132 51.7 4 A36 Gr.36 L3X3X3 2 88 27.2 5 Total HR Steel 7 350.2 84.1 RISA -3D Version 8.0.0 [I: \2009 Evrt Projects \09 -21 -0052 Ashley Homes TI \transformer frame.r3d] Page 4 Ef1G1f1EERS Project No. 001-9-1— 052- Project Ht-Er Sheet No. 7 Datl' 1 0 Subject By CAS Rim iLI 501 - 7, D b[wEa- ci)cgq H41 fy, Vmpf Ste, i7-1 -o 14 1- = 35?) 1-10 1- ;7c37c3/1e � 12.6 c = � F =0,604P; 113'i- o,o04y7(.) F. 06x o,51 )c3645; 0.7 7 Vs ; Poop - F-6 Iq,7x Q -y, g,i 72. I1. -1:1 7 1'S7 =Mw�x �A ll��► = DI '- f1h 4 t = o,L{y3,6 xodti Project No. 01- �(—os.. Sheet No. B Project 44 W LEY flYLid ►r( Subject Date Ir /9 1'0 By CAS tvvyc A 16, 4 O. b )39oeo ly' 4 1& 13R4L = 0. 11(0 I A' > AiLvelo t) C '/i 4 --or) w/ rpftvw rz.o60OS of Gail T t nl ovS '( nIdl6itop OS t3i6"-H1 '"/ (1) %11 des TrM�n60 ion 08 -01 -2011 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director GREG MUNGER 17601 SOUTHCENTER PY TUKWILA WA 98188 RE: Permit No. D11 -025 17601 SOUTHCENTER PY TUKW Dear Permit Holder: 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, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 09/26/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 09/26/2011, 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, Bill Rambo Permit Technician File: Permit File No. D11 -025 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 JERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -025 DATE: 02/02/11 PROJECT NAME: ASHLEY FURNITURE SITE ADDRESS: 17601 SOUTHCENTER PY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: � � [11 Building ivision FI a Prevention v\IY ' V Structural ❑ Permit Coordinator Planning ivision n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: k'i Incomplete n DUE DATE: 02/03/11 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Structural Review Required n No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/03/11 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Contractors or Tradespeop''iter Friendly Page I General /Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name RUSHFORTH CONSTR CO INC UBI No. 600024538 Phone 2539221884 Status Active Address 6021 12Th St E Suite 100 License No. RUSHFC'305R1 Suite /Apt. License Type Construction Contractor City Tacoma Effective Date 12/21/1970 State WA Expiration Date 3/27/2011 Zip 984241399 Suspend Date County Pierce Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status TEAMTIL9906D TEAM TACOMA III LLC Construction Contractor General Unused 1/4/2001 3/2/2005 Expired Business Owner Information Name Role Effective Date Expiration Date RUSHFORTH, RANDY G Cancel Date 01/01/1980 Bond Amount NAKAMURA, KIM W 5 01/01/1980 6378756 SKINNER, JUDITH L Until Cancelled 01/01/1980 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 SAFECO INS CO OF AMERICA 6378756 06/30/2006 Until Cancelled $12,000.0006/22 /2006 4 OHIO CAS INS CO 2491732 03/15/2002 Until Cancelled 06/30/2006 $12,000.0003/07 /2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 26 Zurich American Ins Co glo534464906 03/01 /2011 03/01 /2012 $2,000,000.00 03/04/2011 25 ZURICH AMERICAN INS CO GL534464905 03/01/2009 03/01/2011 $2,000,000.0003 /01/2010 24 VALLEY FORGE 20889497 03/15/2008 03/15/2009 $1,000,000.00 03/10/2008 23 VALLEY FORGE INS CO 2095998662 03/15/2007 03/15/2008 $1,000,000.00 03/23/2007 22 NATIONAL FIRE INS CO 2088949497 03/15/2006 03/15/2007 $1,000,000.00 03/15/2006 21 LIBERTY SURPLUS INS EGLSF079545015 03/15/2005 03/15/2006 $1,000,000.00 03/14/2005 20 AMERICAN SAFETY INDEMNITY CO XG10340020011 03/15/2003 03/15/2005 $2,000,000.00 03/14/2004 Summons /Complaint Information https://fortress.wa.gov/lni/bbip/Print.aspx 03/14/2011 ♦ SITE PLAN SCALE: 1"=40' o�oo�o rroo�o A El 51 • r• 4[ r -- SUITE 150 EXIST. WAREHOUSE PROPOSED LOCATION FOR NEW TRANSFORMERS PLATFORM i""r'60,47,04,11A,5 5-e-i- lacce4c _eivtauAin c96-1,In Yvzsg 50 et9 -06`e hvi- alote 1-P 11-2- seaAkio-,K -1•Le. rv(o lA.c_ rc `t y SUITE 100 EXIST. RETAIL PLANNING APPROVED • No changes can be made to these plans without approval from the Planning Division of DCD Approved By: J 1�ie*uS. Date: 1 I I I l I I I I I I I FILE COPY Permit No. Plan review approval is subject to errors and omissions. 4p ro'ral of construction documents does not authonze lhi: ktlafion of any adopted code or ordnance. Receipt of appro laid Cop •i tuitions isacknowledged: By Date: City Of lbkwila BUILDING DIVISION SEPARATE PERMiT REQUIRED FOFt , lErmethanicat phimbIng Gas Plpin City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. CODEI(EAwMP � IANfiE QpDRfliYE[' MAR 0 4 2011 c BUILDING DIVISION CITY OF 7UKNALA FEB. 0 2 2011 PERMIT CENTER ARCHITECT OF RECORD: /1111P k 16 architects & urbanists 207 SAN JACINTO BLVD. SUITE 301 AUSTIN, TEXAS 78701 512/916 -0041 FAX: 512/916 -0051 � , 2U,2oil ASSOCIATE ARCHITECT: DAVID BESSENT ARCHITECTS, INC. db 3939 BEE CAVE ROAD BUILDING B, SUITE B -17 AUSTIN, TEXAS 78746 512/327 -6868 FAX: 512/327 -6030 ASHLEY FURNITURE TUKWILA WASHINGTON SUITE 100 17601 SOUTHCENTER PKWY. TUKWILA, WA 98188 DATE ISSUED: PRINT DATE: REVISIONS: 1/19/2011 1/19/2011 DRAFTED: MDL REVIEWED: DB PROJECT NUMBER: 0812 DRAWING NAME: SITE PLAN l�l I - d25 SHEET NUMBER: EXHIBIT A TRUE NORTH PLAN NORTH ARCHITECT OF RECORD: /1111P k 16 architects & urbanists 207 SAN JACINTO BLVD. SUITE 301 AUSTIN, TEXAS 78701 512/916 -0041 FAX: 512/916 -0051 � , 2U,2oil ASSOCIATE ARCHITECT: DAVID BESSENT ARCHITECTS, INC. db 3939 BEE CAVE ROAD BUILDING B, SUITE B -17 AUSTIN, TEXAS 78746 512/327 -6868 FAX: 512/327 -6030 ASHLEY FURNITURE TUKWILA WASHINGTON SUITE 100 17601 SOUTHCENTER PKWY. TUKWILA, WA 98188 DATE ISSUED: PRINT DATE: REVISIONS: 1/19/2011 1/19/2011 DRAFTED: MDL REVIEWED: DB PROJECT NUMBER: 0812 DRAWING NAME: SITE PLAN l�l I - d25 SHEET NUMBER: EXHIBIT A v r4f5 PYvvt. kAN PROPOSED LOCATION FOR NEW TRANSFORMERS LW I UMtK tILICUI' 0 0 0 /51 7/\ ... /// 1 I FRONT ELEVATION SCALE: 1/8"=V-0" 3Th PROPOSED LOCATION FOR NEW TRANSFORMERS BEYOND 1 // // /// �i / / / / /// // 2 I L/1,1 // /// /// /I // // 1 �i / / / / /// /// 2 I L/1,1 /p," /// // /4 V777%7 777) v / / // / / / / / /j,{ /// // // �i / / / / /, //A ! 2 I L/1,1 i../_zI // /// /j ,/, /j L ,j J 2 SCALE: 1/8"=V-0" SIDE ELEVATION TOP OF ifEXISTING PARAPET EXISTING PANEL PROPOSED TRANSFORMERS EXISTING ROOFLINE PROPOSED PLATFORMS FOR NEW TRANSFORMERS EXISTING CONDUIT EXISTING CONDUIT 3 SCALE: 1/2"=V-0" ELEVATION DETAIL REVIEWED FOR CODE COMPLIANCE tPDQnUFnl MAN U•t L it City of Tukwila BUILDING DIViSInto ARCHITECT OF RECORD: X16 architects & urbanists 207 SAN JACINTO BLVD. SUITE 301 AUSTIN, TEXAS 78701 512/916 -0041 FAX: 512/916 -0051 76 40} , ST - REGISTERED ARCHITECT T M. ALDERMAN STATE OF WASHINGTON -2.5,,2c51 2c51 ASSOCIATE ARCHITECT: DAVID BES SENT ARCHITECTS, INC. db 3939 BEE CAVE ROAD BUILDING B, SUITE B -17 AUSTIN, TEXAS 78746 512/327 -6868 FAX: 512/327 -6030 ASHLEY FURNITURE TUKWILA WASHINGTON SUITE 100 17601 SOUTHCENTER PKWY. TUKWILA, WA 98188 DATE ISSUED: 1/19/2011 PRINT DATE: 1/19/2011 REVISIONS: DRAFTED: MDL REVIEWED: DB PROJECT NUMBER: 0812 DRAWING NAME: ELEVATION CITE6RKfMLA FEB oz2ot1 PERMITCEMTER SHEET NUMBER: EXHIBIT B