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HomeMy WebLinkAboutPermit S07-005 - WIG PROPERTIESWIG PROPERTIES (2) Monument Signs Facing Southcenter Py 17100 Southcenter Py S07-005 City alITukwila 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 PERMANENT SIGN PERMIT Parcel No.: 2623049081 Address: 17100 SOUTHCENTER PY TUKW Suite No: Permit Number: S07-005 Issue Date: 04/23/2007 Permit Expires On: 10/20/2007 Business: Name: SOUTHCENTER SQUARE Phone: Address: Property Owner: Name: WIG PROPERTIES LLC -SS Phone: Address: 4811 134 PL SE Contact Person: Name: LESHYA WIG Phone: 425-957-4774 Address: Contractor: Name: Phone: Address: DESCRIPTION OF WORK: Two freestanding signs on the west edge of property along Southcenter PY. Fees Collected: $324.00 PERMANENT SIGN: Zoning: TUC Sign Type: Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4 Wall Area (sq. feet): 0 0 0 0 Wall Sign Size (sq. feet): 0 0 0 0 Sign Lighting: Face Residential Land: Freestanding Sign #1 Freestanding Sign #2 Street Frontage for Entire Lot: 3232 3232 Building Height (feet): 35'.25 35.25 Sign Size (sq. feet): 100 100 Sign Height (feet and inches): 30 ' 7 " 30 ' 7 " Setback (feet): 30.6' 30.6' Number of Sign Faces: 2 2 Planning Division Authorized Signature: • 21d4iLerila(AV4r- Date: r/157.47 -- I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. 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. doc: SIGN -PERM S07-005 Printed: n4-2 _2nm City of Tulila 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 Parcel No.: 2623049081 Address: 17100 SOUTHCENTER PY TUKW Suite No: Tenant: WIG PROPERTIES LLC -SS Steven M. Mufkayor Steve Lancaster, Director PERMIT CONDITIONS Permit Number: S07-005 Status: ISSUED Applied Date: 01/31/2007 Issue Date: 04/23/2007 1: Signs must be set back 30 feet 7 inches to meet minimum setback requirement. 2: Special inspections by the geotechnical engineer must be provided as recommended in the geotchncial report by Geotech Consultants, Report No. JN 04318. Specifically required as listed is of 1. Site excavation and grading and 2. verification of soil bearing capacity. 3: Review Reid Middleton Structural Review letter April 16, 2007 for additional conditions/considerations. **continued on next page** doc: Conditions S07-005 Printed: 04-25-2007 City of Tulila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: ci.tukivila.wa.us Steven M. Mt Nayor 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 governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Si gnature: 11 Print Name: o.,. ulz S j e LL,Liq doc: Conditions S07-005 Printed: 04-25-2007 PSdRMAt®1ILC x 0,15•4 '54 � N 1 cck�A��PB` a e0.0000• WORD)/ DEDKATON NORTH STREET 6•40RRO►ONSO 50014/1 4 PM:Miff TREE 05011144 PRDPER 7 LEE 1151 PROPERTY WC /. • �� _. .^•-�-re..... - - rl • ..._; V��'��. 70! 71t�V61A1!•AIm / 3«4 p � :95!51 b'LA4D10A/4M 57R►AID 1111 -La' 581514® . ma4..�„,.OaG_ fn N,�`� 0_ 47s�44-7-R ,gysm." r ��r�nr-4�,,.,fmP_M ei-s1v➢°�gaa°ai�s:'s a, ? ez•o,,e.•�, .�va,s. i rii.-. /r-r� \r�i�...��'S -�, "m '.. a-�'zrz .;CzI 7 n:o�K • � ..... 8ll_4e.4.C.©14A _ •S,• a'ra •4w-uiu0•Bw1V,0esi n] e`b.•e-1�0wa WvQvi0ar' .13"te+:wO°oS. 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MAL•.. •..+r /1••••••••• r4 a.•••...i..:r•• --1lt •••• • r ••••I••.••• •.1.4+1_.14 ...�Tli.i.r ...1.41•/•.r. r4410•._e •._1744• •••1._. 4__r4�.r_ Iamb. 611'7 11 ��1.'a�+ BT7•.T.1 R� •1.13.D�- LEGEND KEYNOTES PROJECT DATA PROJECT DATA 0N SITE PLAN 5C.4LE I' • 40' L a 0 40 W PROJECT DATA 10:7 RAN REVISIONS 513445110.1A141TM:,RDa .180 8.50114448 ATEA 5741434 5210511CO1OE1! PAY015. SCOW ARCIVEG RAL CagETEN 44eTR/L COOK 041=1 PATIO 015151151 [41084100 O 51505 LOT IMP PER 9115WW1! RAM ® 051I111 WAR,[ CONTROLLER &weef,4moat pPR417r o TRNMQPOI LOCATtlN O EMUS 511114515 OAT M MGR Pet 5427 O ORM CP DEMO 001aJIm 82101: O 1{444 RT!ACCOla2 RAM MD RAIIM, PER 2011, 00214 04M111 002.11. O POEM= ,4 O WLLLAD LMRT 110012. Mt PADA O003114 5I1541 MAMA TO Le 541410. 0 4401!105. . 4 L70MO OAS 1510 TO Q R0[XATm. OODRT 11844410+ OM PER MAL. 0 00714 G40151M TALKS 10 R 10041). O RETASE* RILL O 011011 nes wt. 10107 0523 O 014101 1114011.1100 15 ='11041474 Q ICY 1190 • O 1041110 Immure O015144 M1RVALLT TO ErrApR7DD�,D40 -- . 0 1511 W 0401, PERORMWWMWDYNe MAX*OO MATVAILT 344•TIR06TRCM [0144441 O 574041 PER 01 O 4581544/lOOSIIILL PER NA= _ ,Oe 1615111004 MUG -11103158111 .P0R/AL - O /MSm101.0444410 - .. O MOD 5/44100401 PSI 031474 054114114 R 1RM ASTCYC E 0120510, 45 0/424 .O IST LEA 0 01544 ,Rest LIVE TOPE 1817/.16 P10441 0 ' RD Off 01144 ace0va1 ND 74.01104157011 !/051044 O 1440544 PAY NM ORA. 0/A25 OPPE 145417 PR CIL G0/1044 O 0071404/10 TO 1154444 150 10110000 51/5/1017474 O 13444 l /10051 INLL PR O/A710 O 0000 2.110.14IO .046110 EOM 10 R 110104157. IE•110A0 415714MAK LM1 AS 11011. O w.M : • 5151 IQ :UAL 7/4741 O 10/11501 PCILLARDS PR ORAL W423 O NIWR FREE 140341141[. 15111!7480432 Oa ow comm. :. • WARO 4415[41 PO REAL 11/44.. OWARD STOP EAR WE ORA811/42 OM SPAMP11s 010RAM 10 tem 4/A2319A25 • =CIVIL 151E OE WW1 E/1.2.5 O C,OR'JEI! facto LK 18 RTK 1473 O OSS W 104Neg1.DNf MG =AL 4473 PROVIDE W 11 COMM .D11152 ORAL 4/425 pMAST PR0I1011 MTx L! ® 41[714119. 11511710 1111 O 44 RO841M 440005 PAM. Mt OVA215 4017470 O 01004 'WM= R7AL 10473 186 ate AREA. 141.10 S DR MO ACID MERU N 4!044 a' 8 444410 . 110183 0101 S 4010 SWARM 170017 10 1001-W ITTCGS 5202 104310415 141. *114 O• TOW/ 518444 AREA 2300 Y LENSW P/4035 0E01109 0ErALA 4150 STALLS PSR IWO OF 154155445155757 04 STALLS W 40 STALLS PR 100010 Bf=ICi1"04* PAWNS 150441115 2 OF TOW. 44044 01 8 04 • 040 • 157ALL0 .17 040 PRCPOaA 01574140 L LOOMIS REMIT S !PACO RR ee000 TO 255000 SP 4 01'051AL) LAWRY PROPOSED. a RAGS ateEGSSdte COMPACT 4411425 ALLOMD, SOS Q 44410414101/4. STALLS 41 X 3 . 311157/814 . 7141484 COMPACT 11m PROOStA 2157/44/ ZQZ 11106.4 1.15411 MITER 0W 1>I4281118QA PROTT R0RS09. O P1ON1 PR00215, 00704T1011110117. S 1410100.VA 0 OTD AVEa S &row sr. e . 110I11.1ORIS 11401148410 MEM 10 BALM 1155/15 PROMOS, WMLS PROM 2Y TO SW MOOR 1945501AMM. 1A105CML IMAM SS/P/ 0411 STALL. 0445. 041010 844[864411 PROPOSED. 14400471047.7510 /►44444 Sr 1R10R dVA ReOAPED. 440 ROA Om1CA11011 1501421157, 4,0 R0AR0LA11211 1571525 44' 111500/05 N A0.MOEIT TO MOW NAV PROPOSED. 4W 111002d0I /4 5 1150400. 04. WW S1 PROPO'� d4 SD01411 ELST STREET. RE21015 104.010111.1444.1157.53.1•!044110 PR003DA 1004304041444.111E 17114• IF 560511.0 RECEIVED 112001 PEHIgT` REGISTRATION 14105 STMT 101109• 104' 114150444(4w 15131419• 105015 0 .1501015D. 54.51:04411 MY PORTEN Q all - 44.1Ra PIS • 4100140 104.000041(5157 41557701 OP EIE - 41W 110 RIS • 4'18154404 0410104044604 LNDWAPER ROMP 40305?. L/4 OCAPE P5010110 1101156.. 0491.1882 447644 WOES 041109, I EA40/ 4401711140 574173 • 0144[0 OC402 VA25 PROro30, 21 410 • 021111551115 POMMY, 5104155 04' 84143444/4 STRIP MYO NT 10 M. PROPOSED. 104.40104010 500454 104000/171 1500309. 0.421 560101X ,13418)00 rAPR 21117 RECEI'':) .S 051251/4 RECEIVED VAN 31 2301 ' 52411.4+ FREIHEIT & HO ARCHITECTS, INC., P.S. 10/75441101 8440 .160110.1M11.021 PIM) JO 404401 05051: -114104 051E 11030 1.0.1011 614M 1047014 1110 6.10 COMO MM! 110NMA70rr0 ENLARGED SITE RAN SHEET 50?- DOS A2.0 CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE SITE 17200 SOUTHCENTER PARKWAY. TUKWILAE WA BUILDING S SCREEN WALL PLAN GAZA SC.LLB KEY REI IIIIIIIIIIIILiriii= 1 II 1111111 111111111 Y--�� --I.- .,. E.I.. LI ENTRY WALL ELEVATION M BASCAt1. W'•f4 0TQMIWfER .nr Te�0.sTEL MONUMENT SIGN SECTION J MONUMENT SIGNAGE PLAN AND ELEVATIONS' /All YJiB 5A'.110' CV2 XlId w IV1%1 V2 XVI OL' LTROIVMEOW REYGIO S M.O STE=T T.ELM:.MO ...vim aL 1011=119=10: Oa= Q. COOMORwlrmTm 113011• >M = M•tEMESSIIU46RE• • VB• XEVI UE>o ®A.IEY91®0®Q x11111®® °Q rCgUTM STEIL •MLLE MAC SIL /16 Lf mrEO ,0 Md nwTE Lwrt FOIL= eaCR Tc• W. 0.0. VOLE t 52.OR SOLD VP •COMIT C PP= SO OSl COME IV POPO CPC. PTO. TV R5 C CO= w 70.061.01111 t. 0L T®• W04 V OR= SEEDIER CRM N MET& EOG MI6. w e ice= TTP FREIHE1T'& H ARCHITECTS. INC.. P.S b1••=%=1 WV= •MIgTM! MDs hmYA1 SCO BELPYRINO. MRA. LAM >XQOART *RPM R TMOTECT= E VP lLTM0.OVILI000 MO PER SIRLT. V OSS SCS• W 041= =WV ffipM11116 MRK UO ficQD/RT .000Y2 PROMO= ICR I? MLPLO=PLO==ATO /OR OI•0T.GT. m 12' KW=CAROM IISAI616616D' PER SINIGT. . . 57-o05 M CPHEE ernornncwN APR 0 3 2301 OMEOQ lqM OOLEETR MOO= o@M—•we SITE SIGHN3E SFEET A r) SatMARPO IRTAL LP. 1/2 MGIC IC FIR MGT W MOO GLRa UAW X W MY paR STRUT, CONSTRUCTI( DOCUMENT FOR SOUTHCENTI SQUARE JGGW.:NNn 1 BACKER RUO.. 6o0104. RVI GIS GGT I R9AxR RO ITS RAW GIVR. AGM® TO PLTIWO MAWR • RLS GGT R9PgYyO /QI MGM GGT A MONUMENT SIGN DETAIL `A=u 60.48 MONUMENT ,N MAL IAM X GOGIONO .igM:?NMIT I OIOOR ROO,tt►. SITE 17200 SOUTHCENTEF PARKWAY TUKWILA, WA IOM GIS GGT 1 ROSgURG MGM NRQ TMS W Of, MOW 1 G4ZAOR MOO NSS ROAM FM STRUT.. Mil Or Slip IAL SSG W x W xSW Fat STRUT GaOKVGEMC t MW - 116G I6g6)GW PID STRUT. u! Q Sim SNI mal KEY NAN LAIR PAWSAIRRM: 0100 eRR RRORNARG1pG: MGM& m rlFinaa:IVAN COMM/CAI/ OW =A:MARX Q PROGMS3Ga:121l1 ISLF/L RE19014 . MAGICORMUCTIORWIMP PUIXOCUMR3REPAY PERFORMS .L MAR3RIMRE9AGpQ REGISTRATION RECEtvED F R E I H E77 & 2001 H O .® 1,1ARCHITECTS. INC., P.3. APR owe, PazooloPISONG UM= IRMAMIM. pRSp61RIP RAMPED APR 0 3 2007 ORAN BY: 1.1 are RURI pROBTIO RUG RWIIAre MAW O® ARMRCRRt • /OMRJ .1140 SITE SIGNAGE MEET ANL VENEER RE ARMS 2-14 0 r8C TOP. REMARIDER 0 10'00 L' 3-14.8. 5ERT. ' EA FACE 2-p NORM' A706 (FAM 0 EA FACE 0 4255 CO_ MELDED 1-N CONT. • p 0O6L 0 12.00 (4 EA FACE) pO2' VERT. • 0120( COD ADO 1YPCAL PL A• ro 855 BM A 4'.IBGA 150 R *14.11 R/3.. 1O SCREW 1TPF.AL 0 EA 51110 165 COLUMN RE ElEVA1101 RE 8-1.1 FOR BALANCE OF SECTION T.0.PUN24 RE 080 IE.�r (.5 10 1155 DATUM ORA002 i0. -0.i T.O. F0011146 (-I'-D") T. 111 V PLATE 1•.1'-10' A I'-10 • W/4-1•. AJI. W/12 DOEDYdT T.O. E2E01102 0. PAD (-5-01 • rCLA l \ T2P. FTG B'=0•.0'-0' . Y -O - W/6 -p 10102. EA. rAT TOP 6 8071020. p SECTION A-1.1 SCALE If• - 1'-0• 455 0008 4'.MA. 5110 0 16'00 . S• PYNOOD 8/910. SCREW 0 6'0 TYPICAL 4'.4808. BOTTOM 1RAO( 904 EL0JEOT BY OTHERS 4'.1208. ROLLED 00T1O1 TRACH RE ARO0. FOR RADIUS •• • 2-1-AYFR5 A' PLYWOOD W//10 SCREW 0 6.0 . 0 E.A. LAYER 0 TA TRACH RE 211-0• T.0. NSS B.O. TRACK RE ARCH. T.O. TRACK 0: *RO4. E0. 055 10-2 1 4' B.O. 112 RE: AR01. SECTION D-1.1 L0. 055 VARIES RE AR01. FOR RADIUS ' 2'-0' ItSS TER__ i• 71/ R♦! CONCRE1E PUNK BASE BELOW 6/2-1105 EA. FACE OF C . A • p LURE 01800 ' VERTICAL MR 455 Ca_ . RE ELEVATW E -I.0 TYPICAL L - PLAN 8-1.1 SCALE: 11" - "NINE 115 L DEAN' 400 RE A-1.1 w IWIU .ii i 1155 16618.91 CO_ disk Ivow MONUMENT SIGN ELEVATION E-1.1. SCALE: * - 1'-0' 1255 CA- RE: 0.RE -ELEVATION 0-1.1 P 3.0. 0-0 1.155 BEAM. AE ELEVA604 0-1.1 L 3.3.11 e,•-0•. • 1 ro'N55 WL L ro N55 BM • Pro' COL R BM DETAIL CC -d 055 165 BEAM RE. ELEVA710N • L 3.3.16. r•Cr 1/20 PLYWOOD 8/46.11 5-10 10-24.1" PLN 43 0 6'0.0 TO NATDIANNE} 7/8' 1608. IAT' 04/0111ELS 1/B' 2'0120 DETAIL 00 -LL HSS' NAT GUNNEL' T0 R9 nu` APR 13 2107 REID MIDDLETON, INC, GENERAL NOTE 1. ALL MAIEEALS INEMOAAN99P. 0E901 AND COISTRUCT101 $HALL CONFORM TO THE °RATING}, SPE0PlG10NS. AND THE APPUCABlE NTENA001AL 9ADNG COPE (200.3 EOTON) Z. STRUCTURAL CRAVINGS 90a. 0 USED N ODNA9I9IO4 RN ARCHITECTURAL.. °RATINGS FOR NE MONO AND CONSTRUCTNNI. CONTRACTOR 9RALL SERF/ 001019045 010 CONITIO7 FCR COMPATI04l1Y AND SHALL NOTIFY ARCHITECT 0 ANY 09FEPANOE5 PRINT TO 501511840001., 3. C0111RACTE R -94ALL PRONOE TEMPORARY 94300 010 BRACING FCR 1143 STRUCTURE AND STRUCTURAL 39(0l(0215 1111111 ALL F01AL. CONNECTIONS RAVE BEEN COMPLETED N ACCORDANCE NN 110 PLANS. 4.2C9I1RA0TOR SHALL BE RESPONSIBLE 908 011 RE9RIED SAFETY PRECAUTIONS AND II0 MEN005. TE00001IE5. SMOKES 0R PROCEDURES REOIRRED TO PF%ORM.205 NON. • • • 5. COIDRACT07-W7dTED CRANES SMALL BE 91BY11FD N NOTING TO THE ORORIECT 10110 STRUCTURAL. ERONfER 001 APPROVAL PRIOR ID FABRICATION OR COISIRUCTOI. CHANES 9IONN ON $ROP O MI 1265 014.02 WRL NOT 5Ai19T M5 REM/DINE/It 6.-DRAN445 INDICATE GENERAL AMD TING. DETAILS OF CONSTRUCTION. PERE CO/OT085 ARE NOT SPECIFICALLY NOVATED WT ARE OF 9MLAR CRARACTFR- T0 ORALS 9040. 9NLAR OETARS 0 CONSTRUCTOR 9HA1L BE USED. 918JECT ro REAR AND APPROVAI. 811 THE ARO0TECT ANO THE STRUCTURAL ENGINEER. 1. PM STRUCTURAL SYSTEMS 81802 ARE TO BE COMPOSED OF GOMRONENI5 TO OE FO -0 ERECTED 94ALL BE.9IPEFMSEO By TE SAPPIER WRING MANUFACIURNG. 00IIER9 NANOUN0. STORAGE ANO EREC104 N ACCORDANCE NTH 615155CT1015 PREPARED BY NE SUPPLER. 5. SHOP DIUNNGS FOR REINFORGNG STEEL, STRUCTURAL STEEL STEEL STAIRS. STEED JOIST AND JOIST ODOM. ANO URAL DE00140 SHALL BE SUBMITTED TO THE AR0013C1 AN0 STRUCTURAL DORM FOR 120694 PRIOR TO FA8a0A1104.O THESE 1136. 9. ENGINEER 0 RECORD SHALL REMO. SNOB ORAMNR FOR OE9GN INTENT ONLY. 0211ER9045 AND WANTITIES ARE NOT GUARANI® BY 111E ENGINEER 0 RECORD. 11108EF060 6.1.15T BE ROWED BY THE GENERAL CONTRACTOR. ORATR S FOR COMPONENTS OE96NED P6MARLY By OTHERS SHALL BE APPROVED By lOE OONONENT 0E994ER POR TO 01RSDRY ROAM BY THE ENGNEER OF RECORD FOR LOADS NP SED ON THE BASIC 51RuCTU0 .' 112E GO802041 0E99ER 6 R 921825BLE FOR COOS CONFC AANCE 9101 MANIACS MUST BE 431420230 AMD STAMPED BY CONTRACTOR PRIOR,ro REVIEW BY ENGINEER CEDE NTERNAEI0IAL MACRO CODE. 2003 OELC l 091TER04 01D OE9GN DATA • 8A90 l00 SEED: ' 85 RIND EXPOSURE CATEGORY. EARIBWAKE DESIGN OATH: • lE - 1.0 9090C U - 2 NAPPED SPECTRAL041821. RESPONSE ACCELERATIONS 55 - lb 9 - 51.2 . 91E CLASS E • srECTRAI RESPONSE COifIIMNR.. 501 - .NSG80 - BASIC SEN 321 FORCE REDOING SYSTEM - C - . 8-2.5 IETI30 COtLA1N ELEOENT R-25 FOUN0AON 0E904 PER REPORT BY IE01ECH CONSULTANTS. INC. REPORT NO .N 04.714 SOL BEARING 3000 PSE. 04 COMPETENT NAIVE SOL OR STRUCTURAL RLL LESS THAN 3 FEET 1100( PER REPORT. ALL SITE PREPARATION AND F0O0ATION CONSTRUCTOR PER 1145 RmOOT. REPRESENTA117E' F13016 0EDE04 TO INSPECT ALL 000100 EXGVAT96 Paw To POURING CONCRETE 0415 TO BE CONPKIED'TO 952 80250 PROCTOR PER ASIS 0-1557: ALL EXMOOR 0001NG5 Dull BE 28 421OE5 210NL4. DELON LO'/EST ADJACENT GRADE CONGROO fe : 2500 AM FOR FOOTINGS fe - 3094 pal FOR SUBS 01 GRADE . fe - 3000 psi FOR MALLS - - MAL SLUR - r PLUS OR NN15 1' MR04116-5 SACKS CEMENT PER 01. YARD MAG *40 P1.AC00 OF ALL' CONCRETE 9HALL BE N ACCORDANCE WIN THE NC AND A0 WOE 314 LATEST 031181. PROPOR11015 OF AGGREGATE TO 1000402 SHAW DE A5 9101 TO PRODUCE A CENSE. 4061KA2LE ML M1404 CAN BE PACED OTIIOUT 506800/ OR EXCESS FREE SLRFACE RATER 3/4' 01.WPE0 ON ALL EXPOSED 00301E EDGES UNLESS MOLTED 01180NOSE 04 ARCHITECTURAL ORANNGS. RER0OR00 Sim: ALL REINFORCEMENT SHALL COECON TO Asn MI5 EXCEPT AS NOTm FOR WOOED REBAR. 0116REINFORCING SHALL BE (FADE 60 (1,64000 psi} W LAP CRNUOUS FD R7ORONG BARS 35 BAR OA0EIER N CO40ETE, ILS BM OI.WETERS N -NASO 0 1*1.0 UNLESS NOTED O 11*8. SE. CORNER BARS all. BE PROVIDED FOR ALL Na0201TAL, RENFCRCEMENL DOTAL STEEL N A00.= WN THE AC DETAILING ME94'L4- 942AL 'COMFOR46 TO A5714 A-82 CR A-185, _ MPH (3 SEC00 0151) . 13 COLOR TO REDFCROEMENT 10 BE. FORMED SURFACE5--HEATHER FACE -...1' 2/2 03105 NIERIOR FACE_.3/4 MKS EARTH FACL_2 6101E5 TELCO Route DEWED NECTAR TO BE ASN Ana h - 6400 P9. USE FRE92 (70 LON 0YDR0GEN EIECRLWE5 TO PEW 6 2100R0NG CON0aN ro PROCEXME5 OF ANS 02-4. WRIEST EO11DN, 01RUCTU8AL MONO CODE-RONFORONG STEEL ALL NEWS TO BE BY MOOED YODELS _ SOOC111161 STET 1110 =DANS SHALL C04000M To ASO. A500. GRACE B (h - 46.00 8TH). RIO FUND SHAPES SHALL CONFORM 10 ASTM. A692 (FT -00 IRI) OTHER ROLLO' • 5130. SHAPES SHALL 006'016 TO 05194 A-38 (27 - 38, 00 psi). YELD5 NOT SPECIFIED SHALL 0 3/18. OR10910215 FILLET 140244116. ALL 01.05 TO 0 BY GERMED SEDERS USE FRESH E70 E.EC1193E5. SUBMIT 91CP CRAVINGS TO ARCHITECT AND STRUCTURAL ENGINEER FOR RENEW POOR TO FA503012 N 0 STRUCTURAL STEEL MA001E BOLTS TO BE A-307. 11.02 5TERGHT BOLTS TO 0 A-325. FABNCAON ANO ERECTOR SMALL 0 N ACCORDANCE WIN AMC 00882041104 00 E7ECT04 SPE0FIGTON AND CODE 0 50308 D. CURRENT EDITION. MEWED HEADED 511105 SHALL CORONA TO AWS 01.1. . SEEL STILUS 83500 TRAMS AND MADAM. STRAPS 18 0T. 20 CAME SHALL BE FENNO FROM NAIEISAL CORFORNNG ro *512 A-613. STRUCTURAL WAUTY GRADE 33. GAL.v002 0. 0,33.0040 1224.M0 16 GAUGE SHALL BE FORMED FR01 MATERIAL CO604040 To A5101 0-693 STRUCTURAL. DIMITY GRADE 50. F,54004i 57110 0UP5. SLOE GNP. QUICK GIP. SNAIL 0 611 02(10474 METAL. PRANNG OR APP809D EWAL SPEAR INSPECTIONS AN NOPENOENT TESTING LAB APPROVED BY THE ARCHITECT SHALL INSPECT C010E13. - NEPA. MASONRY AND NEEDING A5 MELONS (UNLESS MORE 5TRUOFNT REOURE 40415 OPEN 0 112E AROIITECKURAL SPECNGTONSk 2011RE1E PERIODIC INSPECTION REOL E0 FDF. MBAR P 4IFNENT PRIOR TO POOOO, VOWING REOWIED 0E904 MO. ERECTION 0 PRECAST P0NES: 0411RUWS INSPECTION REWIRED FCR 80LT 12151440101, MONO TAKING 0 SAIRPES AN0 CONCRETE PUGEIENT. SANPES FOR SMOOTH TESTS 0 EACH CLASS OF CONCRETE PLIED EACH DAT WALL 0 TAKEN NOT LESS.THAN ONCE A DAY.' NCR LESS THAN ONCE FOR EACH 150 0183 TAROS 0 =CRETE NOR 1055 THAN. 04C: FOR EACH 5000' SQUARE FEET OF SIRFACE AREA FOR SLABS CR WALLS' TARE 3 CVVND06 FOR EA02 TEST. TEST 0IO40ER4 AT 7 ANO 20 OATS NOLO .940 CYUNOFR FOR TURNER 1257146. F RECLINED. . • EPDXY ANCHOR 80.15- CONTINUOUS ' noncom AS NOTED 91 THE NANIFACTURES REOIFR 00413. • 16EI021C-FCR SINGLE PASS MELDS 5/15 6404 OR LESS 0100( OUAUFlCATONS'OF WELDERS AND 7110 MONO 780( .4RE5 TO 0 USED AT THE START 0 909. RAKE PENCOO INSPECTORS 0 MOO IN PROGRESS AND RAKE V6UA1 INSPECTION 0 ALL FEID MELDNG. CCNINUCU5 INSPECTION 6 RECITED FOR. NEM EX(EW810 5/16 6400. TEST; NSPECi106 RAY BY CANOED FOR 54450 FABRICATION 10 TE' 943P 6 482160 EO N ACC0OANCE wTH SEETION 1701.7 ' SPEAAL 000000 .. CONTRACTOR TO CORONALE ALL TRADES AND NERVY 04019045 N 01010. OMAN - AR041133 5 APPROVAL PRIOR TO ALL FO.0 CHANGES SEE 00041ECTURAL ORA99165 FOR 0L POOR 010 9121 OPENING 01160490/45 NO LMG11045. FLOCK AND MALL FINISHES ETC 016111Y ASSURANCE ASSU ANCE PLAN: THE RAN SSMC RE95TNG 51STEN FOL 1145 16064ENT 904 00/51515 OF CAN0LEVERED CODON 0.04815. NE NSPECTR45 REWIRED ARE NOTED N SPECAL INSPECTION SECTDILRECENED EteGtIlfa Al • DC C11YOPTINARA. APR 0 3 1001' CONSTRUCTION DOCUMENT FOR SOUTHCENTE SQUARE MONUMENT SIGN TUKWILA, WA REVISIONS YOGI RENO 8.8167OL : 0180 PUOC20001EVERR0O®: ROD REGISTRATION - 1 0® T/NF/NN 1 FREIHEIT & H( ARCHITECTS. INC.. P.. IONM8 2620 sans ismiamN DemLNa 60306 D0. (0080 406-469 FAX (NRIO 006.0416 CT ENGINEERING PLLC • ORAw11 - 1MiG PRINECTICht PAOHM0 30841e SHE TO. TM DWI • SON Of SIN GAl1RAOOxt 4,Oo.SWIM! •rte ,TO. S7 . N$4 TO. STm' WAN �40,4NW POR OMR OPPIM. ENTRY WALL ELEVATION SLAVS 1/4'.1'4 L L MONUMENT SIGN SECTION `Ran x/.a 51G'•M1D' MONUMENT SIGNAGE PLAN AND ELEVATIONS 5448 w.r0. SHL I r -v iia� Tn.rH/S1MI • �TO. Sim Gw LONGUM GAP 12 1x1112x 1/4 LTA OWM.SONT AIYJCAS Gums OOCOMATN! Sim ON= MIX 511.. NOLL! SWOP TO NG.. MR OO. RAMP LINT 11X118 OIOOCTTh• s' OL. KRT. v Sa CM SOLO ur • GaatT Y MOOG *MGM GOPY N IMS GONG. PMN CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE SITE 17200 • SOUTHCENTER PARKWAY TUKWILA, WA ICE( I M REV61016 OMO10P5001QR: PGD 001.15t0M'JaOM:10011OQ 1131I01lvmMO: MINS GOnt)POI/OITOMEOS: MOO O•B113C1. MlamR MON ®'GIEt WON 00aR1®RI®IEX500 PPv �mine•1�D® REGISTRA1ON LSC OP Sim TIM man AMO .1/42a. SONAR 1 OAO7t MCO, TLV. WC%UT LOOM at 9t 11ATMOP. OT lL NONO3/V POR MILT. /–AiOt Ox SOM ABOVO LAID aan! IV Of. • •Oz Y Banc SODA COMO IN MO% - WIG PIO.N4 1®MCN• TT• STaLO 1•11.4•••040 1CT/L LAM !CACAO' MOCK PPO15LTCN SWIM VS RTIC. MATO* PR STRICT. V STI. SP.OS • IV Oa. Pet'MGT. Ss1MY Of NON len . VIGGC 46Aa1MOIO ICTA. LAM SOCOIOA1t. MOW INWITZGLOI. WINOS. V7 PLriO. MATIONSSTNUGT. ✓ W RPM* OVP•d H SS. 1646MAY RR MGT: OOC 11!4117 7/415/07/.O1CAt HOS. *54.341 Pet5IRULT. *OA MOWS SEC/VED CITY OFTMAVALA MAT 2 1 2001 .PERMITCe/TE.I FREIHEIT & HO ARCHITECTS. INC.. P.S. 4LfsMMeo! Sca/05051150 984155 9041515 MOM .54 O0C NImgI MEMO: A0•4.1 MOOOM Blum 102' oN51050 040110.11251 SRESpMAGE �A119A 4 11724IR9E MIL 70' MONY N0611R r110TE DAM=DAM=VS PLYPO.SFEATIOOPelSTMT. MOND 10 GWNSWr6 ASAP?* W %SW PER MOOT. 2QI12 MIAOW 0 E.001 IOD az MIL Ram OIDAR eO02M 0M'MVO= Ml! 4X420/4.1V4412 DOBE RR MILT. 24 DA PI31Y r 116M 5iT AL GAP FL4 SEAM Mel PWM IOM EIs COAT 1 PE OAG0ID PEW . . PAPP WE CMT 6 PEDFO GM EP! FOAM OWE AAE®TO PLYP'OOO WAIN) WC GOAT IDOWCP ND le'JI PIBI OMT CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE SITE MAN OWE MO ED m 1LTPWD MATO* EIs GOAT IBRCXlo M31 RBI OMT • EA011 MONUMENT SIGN DETAIL ` x.1112 MONUMENT PETAL LAIR Bc e222x» }, DELT i BALKER 1101.1TP. t----DDf.4FUTNL ll! gaoAAT POE111E PPOICTWI NN®t RTIO. MATINS 1e1 OIRIOT. (y--.�-1•!Im 911.2• W OZ. PER MOT. t Lre OP IPDA OMNI SY20 17200 SOUTHCENTER PARKWAY TUKWILA, WA SPP =CO P.J- ouICTAL IAN mummer MOUEPPOT3TTION DAM= .Vl RTIO. DeATM Pet MDT. 'VW Anna 064446 [1.000112 J S/a, sN,APD 1 BAG= MO PaDTM ELM TTP. .. MAP PAs GOAT 1109rOAGw M91 WO FOAM BDPE A2aE9 TO .' PLTMIW. MATINS Els COAT FBraeO4s PCR RBI GOAT sAtMIT F EAGME ALO NSA MOW PER SHOOT. . !1.!A Of OW MIL ' •IAM W XW XEWPER maw EEOC VENOM 42 -- PETAL LATH PROTE:TIO! EMMA U.V.TTOrAT OO `.1 MONUMENT SIGN DETAIL IEEY RAN 44.11133. W PER 111X1. LD! OP MTE9. SMI ®LR SEA Er Sal CONT11PC OR -I 301% TVP. L.� e •SEALANT EIDmtPOO #.1 t I !Orly • SELPA 131Erm. LAnW =POW MRS= Pw115110E E12EEl IO' PLTPO. SEAM* RR liRGT. r TELL MOO• WOG PEA MGT. L111 O• Ills CLUDA SYOO. V2 PORTAE OM LE -MW PCenre PA2G114R WAXER K ILYBO. SEATOE 1e44TACT. Res enol • W Of. Pet 211404. 23 D. DAV= POO I %2Ofi2E CANN LW OP COMM mLR CORM DEAD eaC DO ITCO NED CTUICWIA MAY 2 1 2001 REVISIONS DJOO PEW. A9D1TPC TOM WI MOOR YOfriATQE: 122501A WRDM.TOIKRYCOVBMI INTO MGM! SET • 12.2124 Q MEL PEW. IESIDOa Q . 1>Q2 CaIE #5T433. MID/ ROC WPM FOVEA IEESPOMED 01/22.2 RHC N W tr 1EVEVP IE90NSES & MOO 044431 REOE91ED IEOOB 02141 AMC WOWS REVHI=MOM MOW REGISTRATION FREHIHEIT I& HO ARCN =ore room Doe. SOLO 04244N:14034 AIEIDSIO Nauman DOOM 1.3 - DATE 0Rl1 PROJECT MU NewS PART DATE WOO 4421 Mow toM/MJa,1ai sNEET Ai12 BUFFER PLANTING Tres, shrunk and IR ver STREET UGHT See ligmma plan BUFFERPLANTING Trees, shrubs and gooadmver WIG BOULEVARD SQUARE PAR ENTRY COURT BUILDING Decaative paving, '_' Decorative paving, accent paving (I) ""*"cld a) NORTH (2) danbm beaches (m boat), plenters tuRia, Weed pia. ballade, (I) reccpea , • iteea emab* hedge, anameatal B V ILDLNG (4) bolplaners 1,m built-in pls with and d p vines, and • among cola, (4) movable planners . with seasonal Dole iasexg aeirxE rag:6. KOHL'S ENTRY Raised planters, • :eeeptgle, trees, . :,::?e2:43ateepW1.T,BlM-ItltRl1; 1,9 156�a'i MIT RSV .;a1Ts1 dd, d/ BUFFER PANTING wall, trees, shrubs, pmmdmvee and lawn, IRRIGATION Ksh['a parcel hxiptioa STREET LIGHT hghcng Pim a. ;MIS* IMIENK83.21K552.74 >asamag:(a 4 a`€4TOAaRaard¢x3mgTsmeinrf� ENTRY 6I.RND, r ! ®irl�S485g'�f+®>i>>'iS 4.1199056621:4312611iI�EF 155gR o i ORMS&CSIIRREO atZSZS lb :-::::•:: el t S F ' PARKING ISLANDS I . Trees, shrubs, ENTRY SI Parking Area KOHL'S ENTRY Rand planes,. (I) receptacle. trees. smuts, and gramdoow. 7r:6 Ta/IJFI1I///).,T/n,2 PETCO :`i: �uws!"y'xaFai5laair`r COURT Bench with back (I) =Mamie. (2) movable planters decorative paving, trees, Aruba and SOUTH BUILDING menden. SERVICE AREA Saes wall, trees. end pamdenver BUFFER PLANTING Seem wall. acv, shrubs, grormdmverand lawn NORDSTROM RACK • arip6nwnn0LWpaW4 %RS. id i9P`0co°°O ls,"xes < 'ii�+d'7r�r 1, ea},C � a•-' �:. -- erosr.1,..:•s.:xcr. a:.. d:Tgrg?a mw -5°^R.. bEBigs d�1r vroPy s...� ..iiat.uacwe aa.coaa 8a4eRismaat nnea:1S8G469is"'04simnotwi iia ser.-• mwwiS#1a4.11K iElri d elv.v v a nalL BUFFER PLANTING • Screen wall hem. aired:. • and groudeover• STREET LIGHT See BBinicg Pim ✓dR�7e`fS ti'uPlbt�&Gµ89.AF�METi�.a ��5®�egJL 9ba6,STr F9i'Cn�ir ROW MINRTER BOULEVARD S pedestrian sidewdk street trees and lawn SITE PLAN Scale: 1" = 40'-0" 0 20 40' GENERAL NOTES: I. Verify Mg existing condition, are canna prior to initialing work. Notify the project atpaimrndem of - amditinm that require mdi&Oies in ori W complete wort m shown in the Camtrucum. - Doamma. Proceeding with wade aigrettes acceptance ofexisting condition. 2. Construction Documents (drawings and Spedficannm) me the pnmay god m drag. entre. 3, Landscape Plans, Details. ed SpeiBmum Md .& enfomanan related to site pretreat/ion. plenrhlt A anil placement., and landampe Miamian 4 Al specifications and maudards .pply in bah the Kohl's parcel and Soutlxmter Square cancel. . 5. See ArcWmamal dtawinp mined to code appliance mpdr®ma ed building design. 6. See Civil dmvrings for grading. drainage. utilities, ed location ofhamuspe dements Verify congruency of • mfamation m related to Landscape, AOhitecbnal. . and Civil Omwinge and notify consulmma in the even of 00001ct for final reanutioo. OUTLINE SPECIFICATIONS A. _ PAVING: seeAmhimcm.i draamp B. WALLS AND PLANTERS: ,« Aranimamal dummy. C. SITE FEATURES 1. PAV W.TONS ed TREWS- set Architectural drawings= 2. MOVABLE PLANTERS • A Nosh and Sash Building Main Entries 1. (Agora Building) V/4.1141V/4.1141V/4.1141.1m, TantaTF4195, WothaZ) PLANTINGstone _ 6reah, buff corer, 36- square x 50' but n 2.(With too) Wausau ranfom, TF4205, Wanhaatuae 6makbof' . • cola, 60' aquae x 36' height B. Nath and Sarah Building Cama 1. Wausau Tama®. TF4095, Weatheamm finish, trench gray. color, 36' deimeter x 26' height • HARDSCAPE/LANDSCAPE LEGEND 1) PAVING 4 REVISION NOTES (5-16-2007): • C: Pavilions 1. Wausau Terrafam, TF4IOO, We thoame Faith. Manch RUT • cola, 96' width it 30' depth x 30' heaps 3. BENCHES L. Urbanreapes Furnishings, Maier Serra. HU11I3C 72,1rsbad hick 4, RECEPTACLES 1. Urbauampen Furnishings, Butter Series, T03F33S, Armed black 5. BOLLARDS- see llghmg dmwfn,p c'. 3) SITE FURNISHINGS • 4) LIGHT1NNG ❑-D • DECORATIVE MV116Q FIElll - al•ORATI V' PA VTIQ ACOINT DECORATIVE PAVae BORDER WALKWAY/IOW EmaWALIE SERUM LAW 4AOUNDCOVER ' AtIII �AanNAI.Ctl1R r1, S I. At.a tem®.es. amemLL tow be: p l S.. rend m'' 1 rtemm los ken re616ed az~ la puke! Is Os {duellist Ms ...Urns. me:a mawdaNab�,.het,d6.L Iambs . Urn, ,SO. con=of®mae,.=sh am.w. g tams=Asa, o/ O. oxbow mm.fae ds x 1s1x.l..64. m phew arm lm naiad w Peddt as mew.. s new of• laeom es bawls m1,fi.l E •• Alcamo ore lalm.fmatlta.Easl. or nmpwdm PW -Us t aemmt 4 Tam SHEET INDEX t REIUTACIE MOVABLE PLANTER SOLLARD srebitseeasi- LOT UmR(s.etWmvtlpia) STREET LWT W naltimpW LdA-SITE PLAN L-2.0 LANDSCAPE PLAN: NW SECTION L•2.1 - LANDSCAPE PLAN: NE SECTION L-2.2 - LANDSCAPE PLAN: SE SECTION L-2.3 - LANDSCAPE PLAN. SW SECTION L -3.0 -IRRIGATION PLAN: NW SECTION LJ.I -IRRIGATION PLAN: NE SECTION L-32 - IRRIGATION PLAN: SE SECTION 1-33 - IRRIGATION PLAN: SW SECTION L-4.0 - LANDSCAPE DETAILS L'4.I - IRRIGATION DETAIL CITY OFTURN NAT 212001 t rPlrLTwlTER CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE TUKWILA WA RET PLAN REYL510( S I MMO RANT SMRM:wtfl as 11110 ofRiA1130:,®01 Tatar PENSIONS: wma . COOIOn MMIVanm6ae: Qj MITA PROOXIS ET: tato I S. D • INTEGRATED SITE Yid". IMO /m mo1.0.• e ■ ■ REGISTRATION FREIHEIT & HO ARCHITECTS, INC., P.5. MUM HAMM UMW 111141=%., .11 1113519:m mann 6610 Iminaa taia66l@ OASa,IORaE ISD RHGR, SM 5-16-2007 5-164 5-16-2007 Site Plan L-1.0 NOT FOR CONST111.1CT10N • • STRUCTURAL CALCULATIONS FOR SOUTHCENTER SQUARE MONUMENT SIGN TUKWILA, WA DESIGN CHRITERIA: WIND DESIGN DATA: BASIC WIND SPEED: WIND EXPOSURE CATEGORY: B RECEIVED APR 17 2001 PERMIT CENTER 85 MPH (3 SECOND GUST) EARTHQUAKE DESIGN DATA: Ie = 1.0 SEISMIC USE GROUP = I MAPPED SPECTRAL RESPONSE ACCELERATIONS: SS = 148 Si = 51.2 SITE CLASS: E SPECTRAL RESPONSE COEFFICIENTS: SDS = .888g SD1 = .819g SEISMIC DESIGN CATEGORY: D BASIC SEISMIC FORCE RESISTING SYSTEM: CANTILEVERED COLUMN ELEMENT R=2.5 RECEIVED CITY OFTUKWILA FEB 0 7 ?_007 PERMITCENTER (714- 005 RICHARD HUDSON 8e ASSOGOTES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 • Fax 206-324-6248 rhudson@hudsonengineers.com JOB . Mo&A,"Lrt r )C0 7!) �67. SHEET NO. OF DATE IJ2Z/0‘0 CALCULATED BY EV( Civ-rUCZ-N1 I►�i.C1 Mz- 61 tel 1, 53 M 6l Csoy g€. �H 3 33) 4cco cps 5 A-,1 L-onr,04 k Ib (3,) k S,12((,)(31) Icy x Cl _-0 RICHARD HUDSON 8e ASSOGOTES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 • Fax 206-324-6248 rhudson@hudsonengineers.com JOB SUR12t5.— SHEET NO. OF CALCULATED BY .7 "' DATE 1 tit /I/j0A/VA4 S/ 4,k/ Co ti% / 0 6- /o J -'D . . o Mpi//j, �(�. a., TnLl �s514:00,xsrl n,^a} ;? t2i.4- /r ... m Ns friss MoMEC• VVZIICktksb I r.r.psPi" ' 825 s k2CP.-sfia . 0--1s ,S� 'S-25 . 62 25-35 10 X01. 2< .en 4 -7 -/A.. -ti ay A3 '.7. //.3 /1.3 �2� 4,7 /0.? 13.7 21,S 4E! > c .--> Datil DLroe.l!S (o)(l6 X /6IlLoNJ1/.siz- 1.6x i 6x;3/g__: ---_ rte.► Tt.�c-rt o 11-1'( (-9/61c {',� q I) ►,-, r - r trL/ c ., 2��. (. I`t5 / 31). _. E --S 1 Ea • OA/ E-12—i1J 121\1 I C-1 , �I ('9 ) rl Mg. I'2-crY, 1+5 `4/ems; 0-1 29/ 14 I ,a) M _ 2q -- 4,1`- ts1,1 • <prL B�Ll(Z4 JC -I . 3 oar p S /fork , = RICHARD HUDSON 8e ASSOCI'ES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 • Fax 206-324-6248 rhudson@hudsonengineers.com JOB am -f Ge4 . 1!u F c^. ,. SHEET NO. OF CALCULATED BY hyt DATE 0G lOnd(uti' %Jr C sio e2A-'I0g., s. Fcx,-rl +J C -I IES ( (C -n 2ca 44,0 101.15 45 �.ylcf.. (2•G;) + %,c 3.32(_ev) Ra .'` 1.41 �� 11/2 i+� - 1.49 2a �qt 112- 1.49.a)= 90 112 ,A9 12a °I o.. 2 2= 1 4 i2 0 en_z 4-47t1 o / -f /,. ICS E a ,cc ,ss i b"x 1 6" x �/ fz CPocr Aotdeakd1:p4 t-. 6 /-t- Ato Farr Vk S I " - 1 � . /5;11 16'1 - 3/6(3) 14,q f— t = 3/g I 61C0 2� 112- _2., 12 _2, 1 lis 4 . 14-5F alt —, 145S I ` iC I c.,`I x S/ o ��, a !/'71 5 /.F� r`! RICHARD HUDSON 8e ASSO 'ES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 • Fax 206-324-6248 rhudson@hudsonengineers.com JOB 5c- SHEET NO. OF n' CALCULATED BY a DATE 12 1 Si 1 OCP A40, ev 46,4-r 6, (r 1i ) L l q 5o -F t 2a? J 12— — Lek' (-1-1-14 F _ 12X�_o u �r (12)z. Ila` \"(378").-- o G, A "KS.] \6S �tC 455. 4fefint e 10(-5 1/21t! 6/ /2,11r 44 4l1 -1.01A-L, T . 2- 2''I V-,1 r--(S)S e..�1- nyL. acs%.A- - • Moira Bradshaw - Sign Permit From: "Leshya Wig" <leshyawig@wigproperties.com> To: "'Moira Bradshaw' <mbradshaw@ci.tukwila.wa.us> Date: 04/24/2007 3:06 PM Subject: Sign Permit Page 1 of 1 .711 I apologize for the confusion on the sign permit. We did resubmit calculations for the sign permit but they did not change from the first submittal. The reason the structural calculations did not change is because the loading was smaller with the new sign design and so the previous calculations Chuck completed were sufficient. Thanks, Leshya Wig Wig, Properties LLC Office: (425) 957-4774 Fax: (425) 865-8648 file://C:\Documents and Settings\Moira\Local Settings\Temn\XPGmWise\462F1 CF1ltnk 04/75/7007 • • Moira Bradshaw - RE: sign permit S07-005 From: To: Date: Subject: CC: Moira, "Leshya Wig" <Ieshyawig@wigproperties.com> "'Moira Bradshaw" <mbradshaw@ci.tukwila.wa.us> 04/24/2007 9:41 AM RE: sign permit S07-005 <cmorris@ctengineering.com>, "'Sonny Vinberg'" <svinberg@FHOARCH.COM> Page 1 of 1 I resubmitted revised structural calculations with the revised sign design on April 3, 2007. I believe Nora Gierloff was the planner that took my revision in. Chuck - can you send Moira and I a pdf copy of the latest structural calculations for the monument sign? Leshya Wig From: Moira Bradshaw [mailto:mbradshaw@ci.tukwila.wa.us] Sent: Monday, April 23, 2007 6:04 PM To: Leshya Wig Subject: sign permit S07-005 Leshya - Can you confirm that the Structural calculations for the monument sign that we received on Feb 7, 2007 reflect the revised sign design that the City received on April 3, 2007? I would like you to confirm that the structural design for the revised sign did not change. If it did, then we may need you to submit the new structural calculations and then have us send that to Reid Middleton. I will be in Olympia tomorrow bringing my father home from hospital so I'm sorry I'll miss the meeting again. I hope to be back to a normal schedule by next week. Regards, Moira Carr Bradshaw, AICP Senior Planner, DCD City of Tukwila 6300 Southcenter BL Tukwila WA 98188 fide'//C'\T)nrnment.c and Settinac\Mnira\T.nra] Settinac\Tenn\XPGrnWica\dFi7T1T1fRFt» lr ndi'si)nm RAO don April 16, 2007 File No. 262007.005/00601 Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review —First Submittal Southcenter Square Sign (S07-005) Dear Mr. Benedicto: RECEIVED APR, 17 2007 PERMIT CENTEF, We reviewed the proposed project for compliance with the structural provisions of the 2003 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant has responded successfully to our comments. The comments below do not require a response from the permit applicant. Special inspections by the geotechnical engineer should be provided as recommended in the geotechnical report by Geotech Consultants, Report No. JN 04318. The following is a summary: 1. Site excavation and grading. 2. Verification of soil -bearing capacity. Structural special inspections by qualified special inspectors do not appear warranted for this project, which appears to be work of a minor nature, but if it is determined otherwise, the applicable special inspections are noted below. 1. Concrete placement at concrete construction: Continuous. 2. Reinforcement at concrete construction: Periodic. 3. Anchor bolts/rods at concrete foundation: Continuous. 4. Fabrication and erection of structural steel: Periodic. 5. Structural welding of structural steel for single -pass fillet welds (maximum 6. 5/16 -inch): Periodic. 7. Structural welding of structural steel, other than single -pass fillet welds (maximum 5/16 -inch), where applicable: Continuous. Engineers Planners Surveyors Reid Middleton, Inc. 728134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741-3800 Fax: 425 741-3900 • • Mr. Bob Benedicto, Building Official City of Tukwila April 16, 2007 File No. 262007.005/00601 Page 2 Enclosed are one set of the drawings and structural calculations for your records. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middleton, In P 4 P i, Ph ip Brazil, P.E., S.E. Senior Engineer Enclosures cc: Leshya Wig, Wig Properties (by surface mail) Richard Hudson, CT Engineering (by surface mail) dopa\doc\26\planrevw\tukwila\07\t006r l .doc\prb Reid iddleton sipt City of Tukwila Steven M Mullet, Mayor 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 Steve Lancaster, Director FtEcENED e of TtIK NltA APR 0 3 2001, PERVST CEj'" Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: LI` S Plan ChecWPermit Number: J 0 (7D5 O Response to Incomplete Letter # ,J Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: L,--\--1,.,r.� r e, `3c20c= c Rs--10uA 1.-_g a C,/ Phone Number: `---/2 S/5 S —tt y J Rf-,,.j c F:2 tit c(' ,.;t k 6,5 --"S=:' S ji' -) c; 1,(—r i,--,g<- Project Address: Contact Person: Summary of Revision: S t rug 6: c S 1 S rts s z7n Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila PermititCenter by: aci Entered in Permits Plus on `1/3 /677 \applications\forms-applications on linelrevision submittal Created: 8-13-2004 Revised: Message Moira Bradshaw - FW: Sign Size From: "Leshya Wig" <leshyawig@wigproperties.com> To: "'Moira Bradshaw' <mbradshaw@ci.tukwila.wa.us> Date: 03/02/2007 10:00 AM Subject: FW: Sign Size Moira, Page 1 of 1 Please see Sonny's response for the reason for the increase in sign size below. We will need to know as soon as possible if the submitted signs cannot be approved because the architect will need to revise the detailing and reissue to the steel fabricators. Also, we will have to change the sign exhibits we have included in our leases to date. Thanks. From: Sonny Vinberg [mailto:svinberg@FHOARCH.COM] Sent: Friday, March 02, 2007 8:38 AM To: Leshya Wig; Arthur Chang Subject: RE: Sign Size Leshya, Proportionally, the sign works better with the 4'x4' base for the brick columns. Aside from that, and more significantly, we had not designed the sign structurally. We just got the steel sizes last month, which are 16"x16" tube steel sizes, with stud back-up framing wrapped in brick. I see no provisions in the TMC restricting column sizes. Let us know if this is a problem. Steel has been designed and shop drawings approved. Sign steel is expected to be installed in end of March, but it is not fabricated, so there is still time to revise. Call me if you wish to discuss. Sonny file•//C•\Tlnrnmentc and Cettinac\Mnira\T.nral Crttinac\Trmn\YP(;rnWice\dSF7PSAFtnlr_ (1Z/(1f/')M7 • Gity of Tukwila • Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director March 6, 2007 Mon Wig Wig Properties 4811 134 Place SE Bellevue, WA 98006 Subject: Dear Mon: Southcenter Square: S07-005 Two Freestanding Sign Applications We have reviewed the proposed sign application for the two freestanding signs on Southcenter Parkway for compliance with the BAR approved set of plans and the Tukwila Sign code. The dimensions of the signs have been increased by one foot on each side resulting in an increase of a quarter in the mass of the supports. In addition, the lower horizontal frame was proposed as an arch in the BAR set. Please revise the plans to show the arch and reduce the size of the structural supports, if possible, so that they more closely match the approved design. If you have any questions, please call me at 206 431 3651. Sincerely, Moira Carr Bradshaw Senior Planner \\Tuk2\vo13\HOME\MOIRA\penneys\s07-005correction ltr.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 Message • Moira Bradshaw - FW: Sign Size From: "Leshya Wig" <leshyawig@wigproperties.com> To: "'Moira Bradshaw' <mbradshaw@ci.tukwila.wa.us> Date: 03/02/2007 10:00 AM Subject: FW: Sign Size Moira, Page 1 of 1 Please see Sonny's response for the reason for the increase in sign size below. We will need to know as soon as possible if the,submitted signs cannot be approved because the architect will need to revise the detailing and reissue to the steel fabricators. Also, we will have to change the sign exhibits we have included in our leases to date. Thanks. From: Sonny Vinberg [mailto:svinberg@FHOARCH.COM] Sent: Friday, March 02, 2007 8:38 AM To: Leshya Wig; Arthur Chang Subject: RE: Sign Size Leshya, Proportionally, the sign works better with the 4'x4' base for the brick columns. Aside from that, and more significantly, we had not designed the sign structurally. We just got the steel sizes last month, which are 16"x16" tube steel sizes, with stud back-up framing wrapped in brick. I see no provisions in the TMC restricting column sizes. Let us know if this is a problem. Steel has been designed and shop drawings approved. Sign steel is expected to be installed in end of March, but it is not fabricated, so there is still time to revise. Call me if you wish to discuss. Sonny file•//C•\Dnrnmentc and Settinuc\Mnira\T.nra1 Settinoc\Temn\YPC;rnWice\ASF7F5AFtnk_ (1-1/(1F/7(N17 Cityif Tukwila PEOIT NO. DepartmW of Community Development r - 6300 Southcenter Boulevard, Suite 100 DATE: Tukwila, Washington 98188 206 431-3670 Business Name j:eS 4 C1� Applicant/Co act 44q Cron }ies LLC - Ss Contrabibr Please print 12W Address of Sign 4 411 134k1, PL SC , Ge.\levu e, ( Address, City, State, Zip --.. -- 5°tit eis Address, City, State, Zip 3 sets of plans (dimensioned and scaled), including site plan showing: • Property lines • Streets • Buildings • Locations of all existing and proposed signs 14 Sign elevations with area calculations and dimensions ❑ Building elevations (for wall signs) Nips • Supporting structure and method of illumination ❑ One copy of valid Washington State contractor's license NI $120 application fee per sign 5 Fac or See back of form for examples ""' ovet How many signs will list this business? Freestanding Phone Phone 0 U'�'�M �FLO PMNIC. - 'elY% Phone Is your sign a: ❑ Freestanding sign 15 or more feet in height ❑ Pole sign with face 30 square feet or more in area ❑ Wall sign weighing 400 pounds or more If any of the above are true, the application must go through structural review. STRUCTURAL REVIEW CHECKLIST: • $84 for structural review (if actual cost to the City is greater, you will be billed when you pick up your permit). 0 Construction details to describe the proposed foundation or wall attachments (see back of form for examples) 14 Structural calculations for the sign shall be prepared by a Washington State structural engineer SIGN DESCRIPTION, Did building go through design review? 14 Yes 0 No Wall WALL SIGNS: #1 #2 #3 #4 Wall area (length x height) of the tenant space where the. sign will be mounted? (square feet) Sign size(square feet) Does sign face residential zones or public facilities? (Y/N) Exposed neon tubing is not allowed within 200 feet of LDR, MDR or HDR zones. Does wall sign weigh more than 400 pounds?(Y/N) Sign illumination (internal/external/none) FREESTANDING SIGNS: #1 #2 Street frontage of the entirepremises where the sign will be located (feet). Generally, only632 9 ( ) Y one freestanding sign is allowed per premises. • ., sc go.. X300' O& N \3�' ca N Ra ��2. on a� Height of building (feet). Generally, signs may not be higher than the building with which they are associated , 35'1%1' 3 5 15'v n Size of sign face (square feet). Structural review is required for pole signs with faces 30 .square feet or more in area t DtD SF lQt:) sTC Sign height (feet -inches). Structural review is required for signs 15 feet or more in height. 3D' "Al' , ,0 3 D' X10 Distance from closest edge of sign to property lines (feet). Generally, signs must be set back from all property lines a distance equal to their height. 3D/ 2' 1 ' 30'2.5 '' Number of sign faces /� INSPECT-IONSy If the sign needs structural review, the applicant or installer is required to call the Building Division at 431-3670 for footing or bracket inspections. Footing inspections must take place before concrete is poured. Bracket inspections must take place before sign is installed. A structural inspection is required for all signs when installation is complete. The applicant or installer is required to call the Planning Division at 431-3670 for a final inspection. It is the responsibility of the installer to obtain the electrical permit and inspections from the Washington State Department of Labor and Industries at (206) 248-6630. SIGN PERMIT APPLICATION IS VALID FOR 180 DAYS AFTER ISSUANCE. I HEREBY CERTIFY that the above information furnished by me is true and correct under penalty of perjury by law in the State of Washington, and that the applicable requirements of the City of Tukwila will be / -,3l ter Date (Signature of owner or authorized agent) ieswi CiwiailAd�dss rr ee/�+' M .co (m Planning review by: Yf, O Denied GSf Issued with conditions Structural review require es 0 No P:\Planning Forms\ Applications\ PermSign-6-06.doc 12/20/01 Structural revie O Denied fella 141, . VApproved 0 Approved with conditions Revised on