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HomeMy WebLinkAboutPermit D07-081 - RED ROBIN TO MARSHALLS - HVAC SCREEN WALLRED ROBIN TO MARSHALLS 17300 TO 17348 SOUTHCENTER PY D07 -081 Parcel No.: 2623049079 Address: 17300 SOUTHCENTER PY TUKW Suite No: Tenant: Name: RED ROBIN TO MARSHALLS Address: 17300 SOUTHCENTER PY , TUKWILA WA 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: httn: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT Owner: Name: KIR TUKWILA LP Address: 4055 FACTORIA MALL SE, PO BOX 5787 , BELLEVUE WA 98006 Phone: Contact Person: Name: DOUG POESCHEL Address: 1425 22 ST NW, SUITE C , AUBURN WA 98001 Phone: 206 -276 -3754 Contractor: Name: RIVER CITY CONSTRUCTION INC Address: PO BOX 6315 , FEDERAL WAY, WA 98063 Phone: 253 - 939 -4545 Contractor License No: RIVERCC 1170B Permit Number: D07 - 081 Issue Date: 04/02/2007 Permit Expires On: 09/29/2007 Expiration Date: 06/06/2007 Steven M. Mullet, Mayor Steve Lancaster, Director DESCRIPTION OF WORK: REBUILD EXISTING HVAC SCREEN WALL TO MATCH EXISTING. EXTENDING FROM RED ROBIN TO MARSHALLS SPACE. Value of Construction: $48,891.00 Fees Collected: $1,300.51 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 0019 doc: IBC -10/06 * *continued on next page ** D07 -081 Printed: 04 -02 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: I hereby certify that I have read and governing this work will be compile The co Signatu Print Name: doc: IBC - 10/06 of this permit does no the performance 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: httn: / /www.ci.tukwila.wa.us N antin truction Permit Number: D07 -081 Issue Date: 04/02/2007 Permit Expires On: 09/29/2007 Private: Public: Profit: N Non - Profit: N Private: Public: Permit Center Authorized Signature: Date: a-4 `D2—` 172' esume to giv rk.Iamau e d( Steven M Mullet, Mayor Steve Lancaster, Director ed this permit and know the same to be true and correct. All provisions of law and ordinances th, whether specified herein or not. ty to violate or cancel the provisions of any other state or local laws regulating ign and obtain this development permit. Date: This permit shall become n • d 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. D07 -081 Printed: 04 -02 -2007 Parcel No.: 2623049079 Address: Suite No: Tenant: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 17300 SOUTHCENTER PY TUKW RED ROBIN TO MARSHALLS 1: ** *PLANNING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -081 ISSUED 03/13/2007 04/02/2007 2: The replaced screening walls shall match the height, color and design of the walls that are being replaced. These screening walls were specifically approved by the City as part of a design review process. Any modifications in the design of the screening walls requires modification to the approved design review application. 3: ** *BUILDING DEPARTMENT CONDITIONS * ** 4: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 5: 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 fmal inspection approval is granted. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: 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). 8: 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. doc: Cond -10/06 * *continued on next page ** D07 -081 Printed: 04 -02 -2007 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. Signature: Print Name: doc: Cond -10/06 of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating the performance .f work. • 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 Date: 7 D07 - 081 Printed: 04 -02 -2007 /�.7) Sq_ CoIssessor's Tax No • 3 S 3 C7 g Site Address: ),3C ' S 0 (I. c IL -oir Lo i uuite Number: Tenant Name: f� e�� A b ( I ( . 1 1 \ La New Tenant: 0 .... Yes ra-No Property Owners Name: X i ✓L\t;� 6 2 ...e q Mailing Address: 3 < 3 5 f — a c j ' c ) r % l& B I 0A, .S Te ,# elle dr/ N _ CL -h, 9/ k City State Zip CONTACT`PERSi a we contact when your permit is ready to be; issue i Name: Mailing Address: E -Mail Address: dt 21 Company Name: Mailing Address: Contact Person: E -Mail Address: Contact Person: E -Mail Address: E -Mail Address: *..lI I VI I van VVI Community Developmer epartment Public Works Department' Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwwatukwila.wa.us 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 ** GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5) �l O e r C.) Mailing Address: 9-0 n Contact Person: I C Q:\Applications\Porms- Applications On Linet3 -2006 - Permit Application.doc Revised: 9 -2006 bh / City State Zip C 1 VA/ C 1 � Zattci • 601/1 Fax Number: v <3 9 39— 5 --7 k_ 4 42 .( Contractor Registration Num . - r: ENGINEER OF =RECORD -= All plans must be wet 11 Company Name: B L Mechani Pbinit Nq, Plumbm Gas Pert Public` Works P ermit Nq Project No or 0 c e use a State g .( Day Telephone: G P- & / a — 3 5 �l1 4(4 6(.11--/- l /&Jd • > UC)/ City State Zip Day Telephone: cp(�l c — 7 6 —375 / Z� % C� O71Pax Number: �Z s 3 3 9_</J9/ Z Vg 76 Expiration Date:Q (1 itect o f flee II plans must be Company Name: Mailing Address: City Day Telephone: Fax Number: Zip City State Day Telephone: On C-, oZ 67--e/PS" 0 7 ` %' Fax Number: 6 7— ;'4a-9 Page 1 of 6 Valuation of Project (contractor's bid pr $ Scope of Work , lease provide detailed information): e ta Existing g Valuation: $ Will there be new rack storage? El .... Yes [/] No If yes, a separate permit and plan submittal will be required. e v I oatage Bel 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: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: ApplicationsWorms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 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. ..a..,.. n .. RIZED A ... . Date: 3 - ) ^ Ci Day Telephone: 6- 97 6 - 3 7 SY Mailing Address: Date Application. Accepted: QA Applications On Line\3 -2006 - Permit Application.doe Revised: 9 -2006 bh Staff Initials: Date Application Expires: v 401- Page 6 of 6 i City of Tukwila Parcel No.: 2623049079 Permit Number: D07 -081 Address: 17300 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 03/13/2007 Applicant: RED ROBIN TO MARSHALLS Issue Date: Receipt No.: R07 -00477 Payment Amount: $789.96 Initials: JEM Payment Date: 04/02/2007 08:28 AM User ID: 1165 Balance: $0.00 Payee: RIVER CITY CONSTRUCTION, INC. 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 TRANSACTION LIST: Type Method Description Amount Payment Check 29435 789.96 ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 785.46 000/386.904 4.50 Total: $789.96 doc: Receiot -06 Printed: 04 -02 -2007 Receipt No.: R07 -00360 City of Tukwila Payee: RIVER CITY CONSTRUCTION, INC. TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.citukwila.wa.us RECEIPT Parcel No.: 2623049079 Permit Number: D07 -081 Address: 17300 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 03/13/2007 Applicant: RED ROBIN TO MARSHALLS Issue Date: Initials: JEM Payment Date: 03/14/2007 11:20 AM User ID: 1165 Balance: $789.96 Amount Payment Check 29431 510.55 Account Code Current Pmts 000/345.830 510.55 Total: $510.55 Payment Amount: $510.55 +. 07/14 ';'71.6 TOTAL doc: Receiot -06 Printed: 03 -14 -2007 Project: / P(= %I) Type of Inspection: , 7-72p24i //1/ y� ' , �o Address: /Z / 73 O /' (fr�,r / Date Called: / 6) Special Instructions: ir j") 7 / c---,?4!%'t Date Wanted: ..5---- /0 - e 2 a . m .,. C 15-. m . ' Requester: Phone • z -s - 2055 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 r rl ,Approved per applicable codes. ['Corrections required prior to approval. OMMENTS: 0 $58.00 REI - ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6310 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit (206)431 -3670 COM N . Type of Inspection: _ '4/1 1f /& Address* /730( .$ / /, (P,J t, Date Called: 7 • /a'r /0; /©1 5c j- v- yfriez. 4/47 rt:J Date Wanted: ae 7; cat"- P!1! 7 i r, hoe.", a. P•n Mive 2 // s7<</ 4 i /A /s�7‘/ / Od Phone No: aZ 3 - 26 - 62/y Project: ("7//2661 Type of Inspection: _ '4/1 1f /& Address* /730( .$ / /, (P,J t, Date Called: 7 Special Instructions: Date Wanted: —° 7 a. P•n Requester: Phone No: aZ 3 - 26 - 62/y INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Date::/ U $58.00 RE ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6 i i Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Plan r~ >: • c, L p NO. Frig COPY 'EXPIRES 12/2/081 .ze Structural Calculations PREPARED FOR: River City Construction, Inc. 1425 22n Street NW Suite C Auburn, WA 98001 PROJECT: Southcenter Stripmall Screenwail Replacement Tukwila, Washington AHBL# 207139.20 PREPARED BY: Ryan L. Hester, P.E. Project Engineer REVIEWED BY: Steven Sandhorst, P.E., S.E. Associate March 2007 AHBL, Inc. RECEIVED CITY OF TUKWItA MAR .13 20071 PERMIT CENTER Dot -obi Project 2 ) . G Sca .1 I. k4projectNo. 7.4:q x39.20 Subject Phone With/To Fax # Address # Faxed Pages Data 31107 Sy R. CXJHce \ \ LOT N Tot c Sc.& EEA NICt — 1.1t46 : r3CbzF hc►T>JAc.: 1:6 . stab al Baittoto At.TE4ts : T, St'EEc. Sit* LT 01 vI FeAdirAto (N� Scarr..N Upu— ❑ Page 1 of ❑ Calculations ❑ Fax ❑ Memorandum ❑ Meeting Minutes ❑ Telephone Memo Vino t ItEPLAttf Cit) If this does not meet with your understanding, please contact us In writing within seven days. THANK YOU. Civil Engineers Structural Engineers • Landscape Architects Community Planners Land Surveyors S TRR 11 44. C 'LE4c.) Neighbors ❑ TACOMA 2215 N. 30th St. Suite 300 Tacoma, WA 98403 -3305 253.3832422 253.383.2572 FAX 0 SEATTLE 1200 6th Avenue Suite 1620 Seattle, WA 98101 -3123 206267.2425 206.267.2429 FAX Project Subject With/To Date Caasz : 2o i 35.Zo lEiatinJ SEVbrosC- - DES ICog S •4 . 'R Protect No. Phone Zo• J r31 .2o Fax If it Faxed Pages ❑ Meeting Mutes By 17L.H ❑ Telephone Memo - Scc2PHcro rru- t . ww t.. ❑ Page 2' of ❑ Calculations ❑ Fax ❑ Memorandum P OV,Ot IJE.a ZifiA,r Gvl►c.. a r STvj WArA- ScR.Erb L• A' rac.timE,• 7- To E•a-.-ruku. goer Sw- c.T ,E ‘044710n1 % 11100 •60a m■LsATE.4. koly 4 sprs . 830 Tic wlµ, , Lk, /soot MAft • s • /aeW Mist t ZeoF ��:•y'rQ (1+z ' ¢ P Rph q /.O 5 0.830 ge hr. "h0 = Z.3 FQriiK . .3 .506 1p 4Ip s .2'S as . 18 W.5 Fem4. - 1. to Sys 1p Lip • 1, 3'S 0 r • • • /CO. S . Gs = .n vi cialeA,u, Sr s ) C * , 3.6etr : $r carpe - \41Na bsttor3 : $fr»PM Exy B 11 S5 2.0 Pi A •SGe� . F on, < i% e = 3Z. . pyF WIND 1.0 o tasta. X, fi .Lt _ /8 •sox 1• /.e /. If this does not meet with your understanding, please contact us In writing within seven days. THANK YOU. Civil Engineers Structural Engineers Landscape Arddtects • Community Planners Land Surveyors Neighbors 1C .4,04T :. . 2l ' k1.5 • ✓ ❑ TACOMA 2215 N. 30th St. Suite 300 Tacoma, WA 98403-3305 253.383.2422 253.383.2572 FAX ❑ SEATTLE 1200 6th Avenue Suite 1620 Seattle, WA 98101 -3123 206.2672425 206.2672429 FAX Project Project No. 707 /35.20 ❑ Page of Subject Phone ❑ Calculations ❑ Fax WitWTo Fax # ❑ Memorandum Address # Faxed Pages Cl Meeting Minutes Date 1/0 By ray Cl Telephone Memo F 32 psF I'7Af SP+aclat, a to -O GA Fri r* --p I I BSA Sr1I ftU t. Ate. u /'8 T WRY `¢E`n Q BIOL. BcT T'aPatc- TeAc tc: s lz.E. it''1t. it lOPI aeidi 1° Typ W IZ. ToP TQArY.. - bE4. w = lob $ /Pt a Iner 11� = . ACr. !t99 F • (Ow 'T ,Sb - ''1 ToP f I1L a . I0,551"4 •, VA, • I ,'SL Ax. .Zla t ✓ SO' F. E--- . 9 5 t" ' is\ ?tom . 1,11' .95 1 ;cal .% Wens 4 1FT- 4 AoT /5o i Z 11 =Casio • )Z&'/ 5 c4 Ee.3 X e hz = l B9 a /seeFi.1 PKavrDE C21, i`SScere.e Q e rj,N — e .st,e,E If this does not meet with your understanding, please contact us in writing within seven days. THANK YOU. Civil Engineers SUtxxural Engineers Landscape Architects Community Planners Land Surveyors Neighbors ❑ TACOMA tie :. 4 0 11 4 2215 N. 30th St. Suite 300 Tacoma, WA 98403 -3305 253.383.2422 253.383.2572 FAX ❑ SEATTLE 1200 6th Avenue Suite 1620 Seattle, WA 98101-3123 206.2672425 206.267.2429 FAX Section Properties 10 400712518' 0.0186 400712527 0.0283 I 4007125-30 0.0312 400712533 0.0346 400712543 0.0451 4007125-54 0.0566 400712545 • 0.0713 4007150.27 10283 " 400715080 " fit '405700437% 0.0346 400195043 4007150-54 ".:17.0566 1400715041. -.00713.:" ' 4001200.33 0.0346 400720043 0.0451 400120034 0.0566 4007200-38 0.0713 5507125.77. 10283 • , 0 550712540 .:0.0312 550511541 • :0.0348 650712543 : .00451 :550712554 ?.10566 '550712516:: 00713 • 550715047 0.0283 1507150.30 00312 550715033 0.0348 550115043 00451 5501150.54 0.0566 550715048 00713 5507200.3V- 0.0346 550720043 ' 92451 .5507 54 03566 • 550120048 00713 6007125.27' 00283 6007125.30 0.0312 600712533 00346 600712543 0.0451 600712534 0.0566 600712568 00713 6007125 -97 0.1017 600715027" 0:3 B051150-30. .0.0312 . 000715043.: '0.0451 600715043 00451 800115054" ""0.0588 600715046 0.0713 610715947 " :: 0.1017 600720033 00346 600120043 00451 6007200-54 0.0586 600720046 0.0713 6007200-97 Q1017 1122 0.42 0.300 0.145 1.566 0.017 0.373 0.184 0.63 Q449 0217 1.582 0.025 0372 0203 0.69 1495 0.239 1.562 0.028 0.371 0.225 0.76 1549 0265 1.583 0.031 0371 0293 1.00 1716 0.344 1.563 0.040 0.369 0.367 1.25 1904 0.431 1.569 0.049 0.366 0.462 " 1.57 1.150 0.541 1.577 0.061 0.363 1398 20.07 _0.909 0.216. 1202. .0,042 0.258 ;17.14 :S561 : 0.271 1.603. 0.04C 0481. 9242 '022': "0.822 0.300 :ao3 '.. oast. K 1480 ° 1315 2127': 4811. .6.890:1.604..0.066 :0.458: 0,398 435. ; 1.025 : •1489 . 1.610 ":0082 ; 0456.• 0498 . ..1.60 ..1.308 .9.615 1.019 0.102 ";0453: 0277 0.94 0.768 0.371 1.666 0.113 0.639 1380 1.23 1.002 0482 1.668 0.146 0.637 5452 1.54 1.268 0.604 1.675 0.182 1635 0.569 1.94 1.617 0361 1.885 0.227 0.632 '026 .0.77. 11.948 1.338 .2.048 '0027 •0348 0790 : OES. ":1:045.0.370 .2648' 0035: , 0347 .0177: 0.94. : 0.410 1.046 •0033":1348 0360 1' 123:.1310 .0533 2047 :0344 0.452 " 1.54 .:1.903 ' :2.052.• 50 '0.564 : :1.94'1 . 2.412 , 0230 2.58 '0.086 ::0.339; 0241 022 1.059 0376 2.098 0.048 0.436 0.265 0.90 1.168 0.414 2.096 0.050 0.435 0.294 1.00 1295 0.459 2.099 0.055 0.434 0283 130 1.688 0396 2.099 0 .072 0.432 0480 163 2.128 0747 2105 0089 0430 0605 226 2.899 Q939 2.112 0110 0.427 0.329 .;1.12 ;1.567 0.123 11.813. .4424 146 ' 2043 0.722.2.18550.180 -:0.61 :: 0.537 , .1.83.:2578.:5905 2191 0.199 0.600: "0276. 230 3274. 1.139 . 2.200 ' 0248 ".0.606 arm_ 0241 0.82 1.168 0.381 2.204 0.028 0.340 0.265 020 1.288 0.419 2.204 0.031 0.340 0.294 120 1.428 0.485 2.204 0.034 0.339 1383 1.30 1261 0.604 2.205 0.044 0237 0.480 1.63 2.344 0.756 2209 0.054 0.335 0.605 206 2.669 0.950 2215 0.067 0332 0.862 263 4281 1.347 2.228 0.092 0.326 0.255 0.87 1300 .0.414 2.260 0047 0.427, 0.281 0.98 1433 :0467 2.260 0.051 1427 0.511 '1.06 "1.880" 0.517 : 2.280 0.057, 0.426 4405 198. 226* 0.073 0.424' .0209. 133 2.611 0.843 • 2268 0.091 0422. • 0641 2.18 •3,309 " 1.059 2.273 0.113 '0419, 0113 3.11 4.778 1.504 2288 0.156. 0413 0.346 1.18 1.913 0.622 2.352 0.126 0.604 0451 1.53 2.494 0.809 2.353 0.163 0.802 0.585 1.92 3.145 1.015 2.359 0.203 0.600 0.712 242 3.990 1.277 2.367 1254 Q597 1.015 345 5.713 1.816 2385 0.354 0.591 Structural (T) Track Section Properties 0243 0.072 143 146 2234 0.380 0.158 306 494 2.306 0.427 0.176 3.49 661 2289 0.484 0.201 3.97 901 2.272 0.686 0.282 5.57 1777 2227 0.882 0381 7.53 2799 2.191 1.150 0.517 1022 3664 2.159 9.499:'.0.134 :494 ,2420 0458 :0,183: -.36i :° : "861 2.554. 0 .519 . c4.12 :'. 2 512 9 .719.° 0293" . 050 ; 17771:1294 2199 : 2253. 1186 ' 0.548 10.82: 3804' :2214 0.581 0.220 4.34 901 2.469 0.811 0.311 114 1717 2418 1.093 0.426 842 2799 2.374 1.485 0.591 11.68 3864 2327 5436: •"0207 408. 357" 393 4931.4252: 497•::478 ▪ 3223: :1.042: "0.312 :6,16, &Q :3094 1417/:0,4:51".... 491:: ".1443': 1'.®61.;0.602`" 11.89 :"2796 " :.2.949 2.412•4807' -1515 4442 :2113. 0.893 0.207 4.10 357 1460 0.995 0251 4.96 478 3.349 1.115 0310 6.12 652 3224 1.516 0.468 925 1443 3.0666 2005 Q828 12.41 2799 3020 2660 0550 16.60 4442 2.374 1246' : 0.307: 605 652 :31453 1590 0495 979. "1443 3209 2 0,669" .1321... " 2799" • :3.158, 3.027 0914. 1906 4442. 3.103 1.041 0225 4.44 327 1.159 0.272 5.37 438 1297 0.335 6.62 597 1350 0.515 10.17 1321 2.294 0.685 13.53 2617 1969 0316 18.09 4442 4.281 1.347 30.43 7850 1.109 0225 • 4.46 . 327 1235. 5.36 438 1.385 10335 Abu 597 1188°•0.534 1135 ' 1321 : 3.321 2464.0.714 14:11 2617. 3.274 3262 0.963 1963 4442. 221 4.778 .1.504 - 29.71. 7850 "3.178 1.542 0.333 639 597 3.603 2.076 Q565 11.16 1321 3489 2.759 0.759 15.00 2617 3.416 3.196 1.434 20.42 4442 3.360 5173 1.667 32.95 7850 3276 1693 3.573 3.438 3.244 3202 1164 3.178 3.819 3701 3.569 0.849 0.359 10.74 3446 2234 1.134 0.488 14.62 5468 2202 0318 "..0.374 : 3418 2.30t: 1.237 0.513 '15.35 5468 2264 1.037 0397 11.88 3446 2.426 1412 0.549 1642 5468 2.385 "1.804 :0,572 "17.13 2859. 4.997. 2 3 7 9 `44769 "13.92 5468 1160 • 1.928 0595 1751 2859 3972 2569 0.804 2427 5488 3029 • 2.153 0.63 ':1188 2859 8215 2.694. 25.57 .5468 3.188 2221 0.653 19.55 2617 3.250 2530 0.874 26.17 5251 3.211 4.281 1.347 40.33 11124 3.178 1274 3.154 0.913 27.84 5251 4.776 1444 43.23 11124 3.222 2.641 0.717 2148 2617 1475 3.540 Q973 2112 5251 3.424 5.558 1.568 4634 11124 3.345 Web - height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads See Section Properties Table Notes on page S. 9 0.014 0052 4.647 1.735 0.561 0.049 0077 4641 1.729 0662 0.066 0985 4.640 1.729 0.883 0690 0.094 0.839 1.728 0.863 0.198 0.122 -0.835 1.727 0.065 0.392 0.153 -0.631 1.730 0.867 0.783 0193 -0:627 1.736 0.670 .0.052 0.127 4.634 1)10. ,0-500 0.071. "0.139. :4433'1;04 !: attic 0.097 : 0.154 41831 9.601. 0.214 11290 AM:: 1282 •0.803 0422 0451', 4.523 >1065 0.805 0.844: 0,318 4818 1.870: 0.808 0.110 0935 -1240 2.173 0.674 0.244 0.435 -1.235 2.171 0.876 0.483 0.549 -1231 2.173 0.679 0965 0699 1.228 2.178 0.683 0.060 :0.160 -0.550 `'215..9935 0.001. 0.176: 4.541(2.147.. 0935 0.1 -10 0.194 4.547..:11.46 0935 0.244 0251 ` 0.544 : 2346 "0936 0.483: 0.314:'-0540. :0937 - 0.94a 1.1395 -0.536':2154" .0286 0.064 0282 -0.724 2.262 0298 0.586 0.289 0723 2.262 0.898 0.117 0.319 4721 2.261 0698 0.260 0412 4717 2260 0.899 0.513 0517 4.714 2.264 0.901 1.025 0.652 4.710 2269 0,902 0.131 .0.092 7497 "252 • 0810 0290 " 0.646 -1093 7222 - :. - 0.812 0, 571 :1.129' 1489. :292 ; : 0.814 " .1.146 41428 1:084':153. 0.816 0.064 0.195 0525 2291 0.948 0.088 0.214 4524 2.291 0.948 0117 0.237 -0.523 2.291 0.948 0260 0306 -0.519 2.290 0.949 0513 0.383 4.516 2293 0.949 1025 0.481 -0.512 2298 0.950 2.973 0.881 4504 2.308 0.952 0.068 4319 4694 : 2402 0217 -0.09# .:0.351 '4.693 2402 0317 0.124 `0.389 4291 2:401 0.917 • 9.275 .0.503 -0687 2.400 0518 0 : 0.63 • -0.684 '2404 0.919 1� .3794 -0880 2.409 0320 3.148 1.131 -0.672.2.420 0.923 0.138 0845 - 1.057 2.648 0641 0.305 1.095 -1.053 2.647 0.842 0.604 1.378 4.049 2.650 0843 1206 1339 -1.045 2.656 0.845 3.499 2.498 1.038 2.667 0.849 Project Project No. Ten ci ,'Za ❑ Page 5 of Subject Phone ❑ Calculations ❑ Fax WithlTo Fax # ❑ Memorandum Address # Faxed Pages ❑ Meeting Minutes Date S/0 4 1101' By ECN ❑ Telephone Memo TYPw.At. Stria DEStrs. e 4 414r-N CoNNECTIop.a 't)E51402M p : 32P : % /.33ir z grMF /1= =.0S5 14 = g. . i VA'I,9 ✓ A.. .01d ` / gZoO ✓ STv[:b dr s.: 4000.514)2. - 43 to Stern D toa' Ps 45 1Fr V. j0Fr . 40 4 6n* 512E = GoGi0S1(o2 - ✓ 551 rot. ceristrereo Peoce. Me" Kt. • :443 FT r =J` /A : 2.S zo 1. Cs.: d- • 132 f°► . C 1 " %et+e F.1 5 } 3 to _ 20 s 3 8x132 ga;s2 t1. ? IA : ' S,1 K5t L /13. 5M-e. [I TACOMA 1 2215 N. 30th St. • 74`1 ti Suite 300 Tacoma, WA 98403 -3305 (ooOS%(Z -AM 9 cDfircesor To (047Strut -6 -- 253383.2422 . 253.3832572 FAX # b To 61. afz. 57EFA—SRacY. 3 x►3'S • . 4 3a 3 5cr -,ma s V - /5176. ['SEATTLE 1200 6th Avenue Suite 1620 Seattle, WA 98101 -3123 ff this does not meet with your understanding, please contact us in writing within seven days. THANK YOU. n .33 Landscape Architects Community Planners Land Surveyors Neighbors .95 Civil Engineers Structural Engineers 206267.2425 206.2672429 FAX Section Properties Structural (S) Stud Section Properties ;250613743 0.0348 0.197 0.67 0.233 0.163 1.015 0052 0.515 0203 0.156 309 1040 1272 0.079 0.075 -1.170 1.633 0.488 2503137-43 0.0451 0.255 0.87 0281 0208 1.010 0.067 0.511 0201 0205 453 1350 1260 0.173 0.094 -1.158 1.620 0489 2503137-54 00566 0.316 1.07 0.318 0255 1.004 0.040 0504 0.318 0.255 5.76 1856 1250 0.318 0.244 8.22 2510 1.274 0337 0.113 -1.150 1205 0488 2503137-68 02713. 0.390 1.33 0.386 0209 0.994 0.095 . 0.495 0386 0.309 7.19 2017 1.250 0.386 0.308 10.85 3057 1.251 0.661 0134 - 1.142 1.523 0,486 250618233 0A340 0.223 0.76: 0.235. 0188 1.027 0.087. 0024 0235 0.180 355 1010 1274: .. - "0088 0.144 - 1.501. 1.923 .0.393 350S162.43 00451 :- •0289 ..0202 0.242: 1.022 OTlt 0.520 0.302:"0240 512 1350 1253: . .0.196 -1.089 1.909 0392 2505162454 0.0566 . • .0256 • • 122. ".0270.'; 0296 •' . 0.013 0370 : 4266 '157 :1056.;,1250 0370.0288 8.6'2: 2510 1257 0283 0249 -1.082.1.898 :0291 '2505182418 0071 " 0.44 1.81 0.450 0360 . 1.007 ' 0.166 0.450 '0.383' 121 •2017 "1250 0.450 .0357.12.10 3057 1.255 1752 0262 1474 1.885 0.389 •..... f ... 417. - [.:;.: y .. > -.. '.1 :.•v. ` -- ^ 'is ;e 0.098 0.617 0.508 0.279 6.50 1046 1.779 0.103 0.273 1.351 2044 0.563 0.125 0.812 0654 0.372 808 1777 1.755 0227 0345 -1239 2.031 0.565 0.152 0.605 0.804 0.480 1020 2403 1750 0.804 0.447 13.37 3446 1273 0.443 0418 -1231 2,019 0.566 0.184 0.597 0.985 0.563 1223 2959 1.750 0.985 0.557 18.89 4483 1.758 0472 0.503 -1221 2004 0.565 (D 350616243 00346 3506162.43 0.0451 350518234 0.0566 350516268 01713 332813793..: 11.340 13741 4.0451 -• 3626137-54 • 0.0586' : 3629117418.: • 0.2113 362916233 00346 362616243 0.0451 3623462 -54 00566 362616238 CA713 362320833 0.11346 : 362220041:1': 04451 382320064. - 00566 . 362520046:.'0.0713 400313733 04346 400313743 0.0451 4003137.64 0.0556 400S137-68 0.0713 4003162-33 .:. 0.0348 - 400316241 20451 •. 4003162-54 < 400316248. 110713 400620043 0.0346 400320043 04)451 4003200.54 04586 4003200.68 0.0713 5502162.33 00346 550318243 : • 0.0451. 550516'2-54;•. 0.066 0258 0.334 0.415 0.515 0.622 0.88 0.508 0290 1x04 t14 0154 0.374 1.400 1.41 0.604 0.480 1.392 1.75 0.985 0.563 1283 0238 : 080 - • • A.471'0264 0284 ` 1.424" `0059: 0.501 0.470 0.254 102:1039 - , - 142 0094.0.162..-1.025 1228: 0384 0206 '• 1.04..:::2216 : 0340. - 1.419 ' 0075 ••0.497 0016' 0.334" 7.38 "1777.1.526 . ; 11 11 ' - • 0207 0.204 - -10151:514: 0887 0379 429' 0.768 '0.417 ,.1.411 " 0.091:;0.490..0.756 0.411 .143' 2497, .1512 0.756' 0.400 1347 :3446 1.844 0.405 0.246:1106 1201 _0.688 0A70: 4.60 '0922 0.50.:1.001 1109.-0:480. 0222 •0509 1187 2070 1012 0822 0.508.17.56 4661 121.4 0.797 0294 :0296 .1.784 "0689 0.262 089 0551 0204 1.050 0.099 0.576 0.551 0292 577 1039 1443 0.105 0293 -1235 2.065 0.582 0.340 t16 0.710 0.382 1.445 0.127 0811 0.710 0.389 8.46 1777 1216 0230 0371 1323 2.052 0.585 0.422 104 0173 04)81 1.438 0.154 0804 0.873 0481 10.69 2497 1212 0.873 0.068 14.00 3446 1.836 0451 0.40 1314 2040 0.585 0.524 1.78 1.089 0.590 1.029 0.186 0.596 14)83 0.590 13.44 3078 1212 1.49 0.534 19.60 1.820 0.887 0.540 -1305 2.024 0.585 0297 = -1.0.1: 0. 648 0358 : 1. 478 .0.177 0643, 0.318 0.29 ..1039 '1293 ... - ..- . ... r -' 0118 0571: -1.770 2.432.0470 0.9 :1.31 ':0836 '0.461 • 1.474: 0127- .0267: 0836 0.448 6.65 ..7777 1834 :. '0261 026:1258'2.419 :..0472 1479 • -1.63 . :.14)30' 0.568 ° 1467 • .0277 :. 0761 .1.0.30' :'0.566' 12.36 =2497' .1842 - 1t"" is 1 109 1525 2 448 ' MO 0511 "884 a - xn 2A07.:11:421 0595' ' .2.02 •:1265 '1.458 '0.337'. 0353 . 720 0.098 15.54'3374 :4812: 12 0249 0.85 0.603 0.301 1.556 0061 0.096 0.603 0290 5.74 936 2031 0099 0200 -0.987 1.908 0.732 0.323 1.10 0.776 0.388 1.551 0078 0491 0.778 0.382 843 1777 2.014 0219 0253 -0.976 1.597 0.735 0.401 136 0953 0.477 1542 0.094 0484 0.953 0.477 10.78 2777 2000 0953 0.457 15.40 3446 20334 41.428 0.305 4.967 1284 0737 0.497 189 1.165 0.582 1.531 0.112 0.475 1.165 0562 13.58 3429 2.020 1.183 0281 20.10 5196 2002 0.842 0.365 -0256 1866 0738 0.275 194 • - 0.683: 0.346 1286 0.103'0.611 • 0692 1332 6.57 236 - •2.031 0.110 -1288.2133 0.6;35 0.357 121.". :0.892 ' 0446 1061. 0,131 0106 0.892 .0443 163 :1777 - .2006' . • ... " • . 1242' 0.453 -1,276.2121 :0.638 0.043 -'. -151 " 1.098 0.549 1574 0.159 0.600 1.098 - 0.54 :12.18 2777.:200 1283 0.533 1526 3446 2.028 0.473 0550 .-1268 2.108 :0.838 0550 • • 187 - ::1346 0673. - -1584 0.192 0591 1246 . 0673 1534. 2000: 1346 22.E 2196 .2.009 0933 2.80.1 -1258 2.092 .1839 0.310 125 0.812 0406 1.619 0183 0.769 0105 0362 7.10 936 2.091 0.124 0089 -1315 2481 0.522 0402 1.37 1.047 0.524 1.615 0235 0.764 1.047 0.509 10.08 1777 2.023 0.272 0.876 -1.703 2.468 0.524 0.500 1.70 1292 0648 1.608 0287 0758 1.292 0648 14.06 2777 2.000 1.292 0580 17.36 3446 2.091 0.534 1.065 -1295 2456 0.524 212 1.589 0.795 1.599 0349 0.750 1.589 0.795 17.68 3429 2.000 1.589 1766 2541 5196 2.035 1.054 1295 -1286 2441 0.523 0327 • 111 - • 1.458 0.530 2.112., 0.113 , 458.9 1.458 0512 1011 • 870 2.787 0.130 .0.704 1.134 : 2468.'0 : 789 0.424 ...1.44 - 1183 .0885 "2.107 .0145 0584. 1283. 0881 2757 - . . 0288 0294.1 .123.24)58: 0.791 0528; - 120 • 2.324 .0.841 2.098 .0576 ,'0677 2324 0845 18.75.2799:2350 2224 0221 2459 2967 2.762 "0564 - 1.088 1 :114 0.792 0657 : - :3 84 24 -- 2881 - 10 •2066'. 0212 0568 2861 1.040 23.71.4442.2750 2.061 "1831 3494 5468 2361 1314 '1.310 .1.103 2427.11 YR'7117••°`-- •• _ C 6 ..°•.� 6002137.33 0.0346 "0.318 106 1.582 0.527 2229 0269 0464 1.582 0510 1007 612 3.039 0127 0.493 -0823 2.421 0884 000313743 00451 0.413 1.41- 2.042 0061 2223 0287 0.059 2.042 0.670 1480,1358 3.018 0.280 0.625 0213 2.411 0286 600513744 00565 0.514 1.75 2518 0.839 2213 0.105 0.452 2.518 0239 18.98 2706 3.000 2.518 0009 2723 2708 3.042 0548 0757 -0804 2398 0888 800S137-68 10713 0840 2.18 3094 1.031 2200 0125 0.443 3.094 1.031 24.05 4442 3.000 3.094 1.029 35.60 5468 3002 4.084 0.911 -0.793 2380 0889 6006137-07 0.1017 0889. 3.03 4188 1296 2.170 0.159 0.422 4.188 1296 34.08 7372 3.000 4.188 1.396 50.80 11124 3.000 3.066 1.179 -0.770 2.341 0892 6005102,91. 0.0346.. '0.344 -1.17 1.793 1.598 2.282 0.116 : 0581' 1.793.'05771141 612, - 8.009 . - 0.137 0.351 1.091 2995 0.6223 600318243 : - 00451, 0447' 1.52' . 2.316 0772 2276 0.148. .2.518 0.7 7 1668.1355'- 3007 . . ' 0.303 'i.082 -1861 -.2585 0.825 6002182-54 - •:0.0566 ' 05 : 28 58 1.69 60 0.953 2287' 0180 0. 570 2260 '0253 21.17. 2708 3.000 2180 0.927 2726 2706 . 3034 0.594 1318.' -1.072 2.572 :0828 600518211 00713 • 0103 2.36 . . : 3 525 1.175 2.255 0218. 0.580 3.525 1.175 23.79 .4442 3.000 3.525 1.164 39.48 5468 3.011 1.174 1.596 1.061 '2554 - 0.828 600316247. • 01017.: 0156 329 4397. 1299 2229 0283 0.541 4.797 1.599 3827 7372 3000 4797 1.599 56.73 11124 3.000 3.329 2093.'4.0392518 0830 600620033 0.0348 0379 129 2.075 0692 2340 0209 0.743 2.059 0617 12.20 612 3.135 0151 1.577 -1.479 2.866 0.734 40-43 00451 0.492 117 2883 0894 2335 0268 0.739 2683 0.873 1724 1358 3.028 0.334 2.012 -1.468 2855 0.736 600620054 0.0566 0613 2.09 3319 1.106 2.327 0328 0732 3.319 1.106 2407 2708 3.000 3.319 1802 30.01 2708 3.117 0.855 2.481 -1.459 2.842 0.737 600E200438 04713 0.764 2.60 4.101 1267 2.316 0.400 0723 4.101 1.367 30.42 4442 3.000 4.101 1.317 4311 5468 3.047 1295 2.997 -14)48 2226 0.737 6005200-07 0.1017 1.067 3.63 5812 1.871 2.293 0.530 0.705 5.612 1.871 43.49 7372 3000 5.612 1.871 4.53 11124 3000 3.679 3.981 -1.427 2791 0.739 6003250-43 ' • 0.0451... 13537 ' 1.83 .3082 1.027 2.396 0.458 0923 3.052 0.918 18.14 1358. 3.134 - 0.364 3.379' 1898'3.193.0.1147 8003250 -54 00588 0670 228 3319 1273 2.388 0.582 0.917 3119 1.159 3290 2708 0.115 3.780.1869 3240 2708 3207. 0.715 4:148 -1889 0047 600525088 00713 0.838 - 284 4.727" 4.576 2.378 0.688 0.908 4.727 1.522 30.08 4442 3.045 4.727 1.342 40.19 5465 3.191 1.416 5071 -1276 3.14 0.647 00975097 0.1017 1.189 398 6.498 2.185 2.357 0923 0289 6.496 2.160 4880 7372 1003 6.496 2.063 0938 11124 3.062 4030 8.798 - 1857 3.130 0148 Web - height to thickness ratio exceeds 200. Web stiffeners are required at at support points and concentrated loads See Section Properties Table Notes on page 6. 7 !Awl Coau rHE i c.E M 1i- 1 (a4?t 59 — Ito Project 600rF4t:ENTr/L tJ Project No. ZO7I3 Subject Phone WithfTo Fax # Address # Faxed Pages Date 3 . CAL o7 By t SCREE ►$ Otte CS ( 3) *lo Tuc., Sc2141)t FA Coo° 5143Z r Lib S7 Ko Geo0 61(0 -541 • 021 ..5zap M SRt cE • e 4 1w ' I n loCar /60 ej it n'MUCK. FASTEN TO STOP VA ite __al FASTEN To L k . 4t� �(1) 8 �oREc+S 4 ti : . i I . Sercr Sopa: locoT/vc) - `t3 Tor 174 FNMA le %TOO b.4 108 Sca.ELJ S (4,10 TEE. SCREWS CO yg ScEE' STEEL. �. 1.1 Ecrloi'4 VIEW 0 Page i t of 0 Calculations 0 Fax 0 Memorandum 0 Meeting Minutes 0 Telephone Memo +� I' 253.383.2422 NoTEA = 1. Ate, LH5t4T CoAaXat EcLmENT 6 lb 8E F g = 33 Ls', frMMAI /0 i 253.3832572 FAX ?, EsetAt ALA. EtEr' Et' y AtE Ovum; µrr.ED. REcDA; Au. Firm Corioscrac s 5 . • tE K Sco.Cox A», A•1ct:eP7adt.E F A. 4e.f.Ea1 - cd14•06c77crtS. 0 SEATTLE AT (.E') A Nc l- toP.,A(� 1200 6th Avenue EG'T9 ON Suite 1620 Seattle, WA 98101 -3123 If this does not meet with your understanding, please contact us In writing within seven days. THANK YOU. Civil Engineers Structural Engineers Landscape Architer is Community Planners L 3ic%,c - • Land Surveyors WI L) 1 Sorrh Neighbors Loco 6102 • t'y LE= lAT to=o o . nAs- L 3,c3s4 't CZ) "Go' 8a76 ❑ TACOMA 2215 N. 30th St. Suite 300 Tacoma. WA 98403 -3305 206.267.2425 206.267.2429 FAX . . Project 4 tt DJTNCE01M' riag !r••.t, u.. Project No. Zo1 15 •?.v Subject Mao Address Date 3 1510 - 7 SctW) % Au, E siE wl (z1 S /ea T 1 20101lS As teNCV. Stuc 3 , 4E 1-4e. temsoMoEe. • i. /. i , � \,. • 3 bioAStZer Naas • Phone Fax # *Faxed Pages By 2L+t CBrtac.E sI'M Foe rice.% twlFo • \ \ . 61) 3 S. $toctclu+ito A5 EEt) - Cc0. � ►tsx 8 �xo .SAP ASLI EA DID of 8t�ocKt�ttc 5'EGTI0Ia - A r (N) UUAU,, i- AN ,C1-107- N f N %M.E+ ) '� /- ❑ Page 8 of ❑ Calculations ❑ Fax ❑ Memorandum ❑ Meeting Minutes ❑ Telephone Memo • / / / u 1;* I. LecOTE .. \JAt,. AtActiaPcAcoE M 2'EGouRED BY FRArrtl.4(s' No tFY d . R of ltFfERtt+tto comm Ecro �EQ J1R.EtnENT7 Z . TEs SIRE AD..E AccEitYFABcE Fc2. ALL C FC.)EO CoNr►Ec.Tiaas If this does not meet with your understanding, please contact us in writing within seven days. THANK YOU. Ry n1a ‘biI `lOP5Hcs Land atc.TS Neighbors CeYrzegir.4A0 . WS)(,. Civil Engineers Structural Engineers Landscape Architects Community Planners ❑ TACOMA 2215 N. 30th St. Suite 300 Tacoma, WA 98403 -3305 253.3832422 253.383.2572 FAX ❑ SEATTLE 1200 6th Avenue Suite 1620 Seattle, WA 98101 -3123 206.267.2425 206.267.2429 FAX DATE: CONTACT: RE: ADDRESS: ZONING: PLANNING DIVISION COMMENTS March 14, 2007 Doug Poeschel D07 -081 17300 to 17348 Southcenter Pwky TUC The Planning Division of DCD has reviewed the above permit application. The application is approved, subject to the following condition(s): 1. The replaced screening walls shall match the height, color, and design of the walls that are being replaced. These screening walls were specifically approved by the City as part of a design review process. Any modifications in the design of the screening walls requires modification to the approved design review application. ACTIVITY NUMBER: D07 -081 DATE: 3 - -07 PROJECT NAME: RED ROBIN TO MARSHALLS SITE ADDRESS: 17300 TO 17348 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # before Permit Issued DEPARTMENTS: 31$1611 Bu �i d ng ivision Public Works ❑ Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 3 -15 -07 Complete 121 Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Ei Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: 13114 L .t ii1 Planning Division Permit Coordinator ❑ Not Applicable ❑ DUE DATE: 4 -10 -07 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: License Information License RIVERCC1170B Licensee Name RIVER CITY CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601139256 Ind. Ins. Account Id #4 Business Type CORPORATION Address 1 PO BOX 6315 Address 2 City FEDERAL WAY County KING State WA Zip 98063 Phone 2539394545 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 9/2/1989 Expiration Date 6/6/2007 Suspend Date Separation Date Parent Company Previous License RIVERCC210B4 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date DOWN, ROBERT H Cancel Date 01/01/1980 Bond Amount DOWN, DIANNE L #4 01/01/1980 206853225 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #4 TRAVELERS CAS & SURETY CO 206853225 09/02/2001 Until Cancelled $12,000.00 08/10/2001 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https://fortress.wa.gov/lnilbbip/printer.aspx?LicenseRIVERCC 11 70B 04/02/2007 0 ' . 1 E• 2 . • gili:d Cost_ _ Pips animei - JIWI. __ it ti!t1 ''/// testy Roams • Ethan An • Thomasville t ter pamial Southcen JoArin Borden Olficeldsx bowel N Things Petsuud Filmic hooks - Propel S eng.% Tt— 4 ...,s.DRE_ Project Ns. &Tietx Phone wwNro Fax I Addis's I Faxed Papas Dab 3ika By RAM *Alva %Jame 1 SEE 114 FO t rA6R8® I I I p iI I I 1 SEEWWWAS roe ro 20 )31.20 \ • CEO )o M CND 3 4 /Stacie/Alp A s ef.1 0 \X Page 9 d ❑ Calculations ❑ Fax ❑ Memorandum D OMI Knobs ❑ Telephone Memo » 4. co Sap A3 LA END o1r >ewocapdo No1Es • I- t «wet Wain. A,4ci i asAt•E As egeoirazy BY : AMwto - Na► W1 S•E _it of Mai uV C NRLCT1OI4 gEgontemeorp- t . 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WA 9803.3306 2533832422 253.3832572 FAX ❑ SEATnE 1201 Gass Arens Suite 1620 Saabs, WA 98101.3123 2063672425 206.22672429 FAX OA Structural &gneiss tandcape Aid cgs Coe-- xna<p Planners t 3ic3,R t tanrasunorc ns ! .Z R.rts NI1ex0,1 6410 6 0,2- s9 &Liu AT iC- • - new_ L3+g34 M1� (,Z) irVlS 0 TAOCGIA 221s11. 300 ST Tacoma-WA 1WW33366 CM1Engineers Seuetursi Enp4wn Lindsey* An:hitects Communiernanners 2633,32422 Sins : I. 444. Leta 4 •it t E&emwKS • tie c suss, n a l.4.. s asa 3r 325/2 FAx -� p 5- Mg. k.$I.x A:itevati.t `L At& shy • 4 . ,, aaecna.ss. 0 MITRE SECr10N — A «") ANCHORAGE 1200 4*Ibenrre Sea• 1620 S.aaz : i,= i -O v Saabs. WA *11.3123 2082172425 2011 28,2 2SFAIX CODF I�R� COMPLIANCE y MAR 2 1 2002 1 City Of Tukwila I BUILDING DIVISION RINISIONS c'- shall be made to the _: _. r,:thcut prior appro:t1 �CuiId ng Div: = :3:t. GOT:: •._.:�.:n 1::� Tgz::re a new L c ude adds& n I Flan rev a 'J fees. 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