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HomeMy WebLinkAboutPermit D06-072 - Segment 4 Plans - Westfield Southcenter Mall - Parking Garage A - FoundationD06-072 Westfield Southcenter Mall Parking Garage A 633 Southcenter Mall Due to the file size, this record has been broken down into 3 segments for easier download. Click on the following links to review the permit segments: Segment 1 - Westfield Southcenter Mall — Parking Garage A D06-072 Segment 2 - Westfield Southcenter Mall — Parking Garage A D06-072 Segment 3 - Westfield Southcenter Mall — Parking Garage A D06-072 Segment 4 - Plans - Westfield Southcenter Mall — Parking Garage A D06-072 PLOT SCAL )rewings\Arch\J600 i 7 COC 3 3 !• amimir A NEW PARKING STRUCTURES FOR: WESTFIELD SOUTHCENTER 633 Southcenter Mall TUKWILA lJ� FSI ARCHITECTS A DIVISION OF FISHER & SONS, INC. Phone: 360-757-4094 Fax: 360-757-7944 www.fishersons.com 625 Fisher Lane, Burlington, WA 98233 • APPLICABLE CODES: 2003 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMENDMENTS 2003 INTERNATIONAL MECHANICAL CODE W/ WASHINGTON STATE AMENDMENTS 2003 INTERNATIONAL FUEL GAS CODE W/ NFPA 58 & NFPA 54 2003 INTERNATIONAL FIRE CODE W/ WASHINGTON STATE AMENDMENTS 2003 UNIFORM PLUMBING CODE W/ WASHINGTON STATE AMENDMENTS 2003 WASHINGTON STATE ENERGY CODE 2003 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE CURRENT CITY OF TUKWILA MUNCIPAL CODE STRUCTURE 'A' BUILDING OCCUPANCY (TABLE 1004.1.2) AREA / OCC. AREA y OF OCC. OCCUPANCY REQ'D PARKING GAR. 200 GROSS 72,916/LVL 365/LEVEL BUILDING CLASSIFICATION (SECTION 302) - GROUP S-2; LOW HAZARD STORAGE BUILDING TYPE (TABLE 503) - TYPE I -B CONSTRUCTION FULLY SPRINKLERED STORAGE AREA CONSIDERED INCIDENTAL TO MAIN OCCUPANCY - SEE TABLE 302.11 - WALLS EXCEED 1 -HOUR FIRE RATING AND STORAGE SPACE WILL BE SPRINKLED AREA INCREASES SECTION 506 AREA MODIFICATIONS: NOT NEEDED ALLOWABLE AREA BASIC (SEE TABLE 406.3.5) UNLIMITED ACTUAL AREA 72.916 SF ALLOWABLE HEIGHT BASIC (SEE TABLE 406.3.5) 18 TIERS ACTUAL HEIGHT 3 TIERS OWNER WESTFIELD CORPORATION, INC. 633 Southcenter Mall Tukwilo, Washington CONTACT: DAVID KAUTZ ARCHITECT FSI ARCHITECTS 625 FISHER LANE BURLINGTON, WA 98233 (360) 757-4094 CONTACT: TROY ADAM McOMBER, AIA NCARB GENERAL CONTRACTOR JTM CONSTRUCTION 1730 MINOR AVENUE - SUITE 1120 SEATTLE, WA 98101 (206) 587-4000 CO''ITACT: MARTIN O'LEARY CONSULTANTS STRUCTURAL ENGINEER: COUGHLIN PORTER LUNDEEN 413 PINE STREET - SUITE 300 SEATTLE, WA 98101 (206) 343-0460 CO:4TACT: JIM COUGHLIN, PE SEPARATE MEW REQIMIND E 0 Gas Pp. City (titillate MENG DIVISION WASHINGTON ,•:.1w. _• 7)4.1 tet,::_••.- ..., .- jeJ tiv:‘;'1 1.11 WnlyiYjkaluve OTisi;a4 -1114 ,yr* bI-K t 1.sR;joorc.LZ�v+q�•;vrt,:.::lwa0a,.; ._7, ridJN.0ai�e'•':i .•� uscifitow '14 Kir. 4.4.4"64. 44 sti,161t"44.LJ3ad •fr.P•.r • fnnisoly (:,-,-,:6•1.- •q frit ,i .;..: ay) .1' f.ss-J' 1 M Plan review apptovai Is subject b was end won. Appal of construction documents does not author the violation of any accepted code or adeunce. asoapt Of approved rid Copy and kicknowissase iv oo OW SURD= G IREN Ifs � Irw.ey. w TAW, NOTE Regaims and mei plan subniNal 141 wainpy�Wow fam. INDEX TO THE DRAWINGS A-0.1 COVER, SHEET INDEX, LOCATION PLAN ARCHITECTURAL A-1.0 ARCHITECTURAL SITE, BUILDING COORDINATION A-2.0 A - FIRST FLOOR PLAN A-2.1 A - SECOND FLOOR PLAN A-2.2 A - THIRD FLOOR PLAN STRUCTURAL S1.1 S1.2 S2.OA S2.1A S2.2A GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES PARKING STRUCTURE A MAIN FLOOR PARKING STRUCTURE A SECOND FLOOR PARKING STRUCTURE A THIRD FLOOR S3.1 TYPICAL CONCRETE DETAILS S3.2 PILE FOUNDATION DETAILS S3.3 SEISMIC PILE CAP DETAILS S3.4 GRADE BEAM SCHEDULE & DETAILS S3.5 FOUNDATION DETAILS S3.6 SHEAR WALL ELEVATIONS S3.7 SHEAR WALL ELEVATIONS S3.8 SHEAR WALL DETAILS S3.9 CONCRETE COLUMN SCHEDULE & DETAILS CIVIL (AS PREVIOUSLY SUBMITTED) CI.O OVERALL PLAN/SITE NOTES C1.2 CIVIL SITE - A NOTE: CIVIL DRAWINGS, LANDSCAPING, & EXTERIOR WALKWAY PLANS & DETAILS IN SITEWORK SUBMITTAL CODE CO CEi GARAGE gm A: OUND. PERM. • CITY COMMENTS REV 2 ISSUE 4/12/06 `:OTE- STRUCTURAL REVS:9 4S SUEMTTE0 CiRECTLY TO REG N~ ETON • tX10 a=C_::ED ()TY e r4'. APR 1 ' • .. Palm: ::,ti':ICr! FOR SPECIAL INSPECTIONS AND DEFERRED SUBMITTALS SEE STRUCTURAL NOTES PERMIT ISSUE PHASE ONE 3/06/06 REVISION DATE '0' 03/006/06 'Rev I' 03/29/06 'Rcv 2' 04/12/06 City Comma; & SONS, INC. Phone: 360.757.4094 625. Fisher Lane, Burlington, WA 98233 New Project For: Westfield Southcenter Parking Structures 633 Southcenter Mall Tukwila, Washington Cover Sheet, Sheet Index & Location Plan PLOT DATE:4 it r* JOB #: 1600! SHEET AO.1 0 PLOT SCALE: 1' 3 t - I f '•' s a• i1 Ci [I. TAX NO. 359700-0246 s. •.....� ....,r................••r— •..r.........., obi Y r• . 1 r 8 114 • F.j jt< ;,1/ii_ A PAS PK WA Y TAX NO. 262304-9085 j • 1.4 • L...tt 1W i.�:...�.... ,..ti:,c_ - •-..•.....,;..X• •.,.>mf.41.,o • r .ate► 41 1 �' •: iK c•1'4•1 325 -erg J: 372'-2' rw- .r 4 • REVIEWED FOR CODE COMPLIANCE aoaoflv1} NV 11 Z006 City of Tukwila m IT! r1Mt Thcce pians have been reviewed ht• the Public Works s Departs ent for conformance with c'lrrcrt City standards. Acceptance is sublett to errors and .-mniccions which do r,t z.ullprize violations of .cic ptc-d starthrds or ordirances. The re;'ocsibility 'nr the adequacy of !':c L s:gn rests totally with the c`acr. Additions, de shots or revisions to these ,.rs i ys after this date i':11 void this c:cz :a .ce will require a res'.:h .:tai of revised dr irs .`ors ±secreent approval. Fizal 2ccet:aF.x is si:b;e t to -iiia irascn'iioa by :he Mlle Wc_ks • i"Lts izs eaor By pro -o12 RECHED APR 2-i • PETIT CENTEF t)O %-' ''SD• T C 1 • \.I •_ •• — f. f L • REVISION DATE '0• 03/06/06 'Rcv 1' 03/29/06 'Rcv 2' Phase I Rev 1 04/12/06 'Rev 3' Phase 11 Sub. 04/14/06 'Rev 4' 04/26/06 Dock Rcv 'Rev 5' Phase 1 Rev 2 04/26/06 'Rev 6' Strutt Rev 1 04/25/06 ba I I 0 IITECTS IER & SONS, INC. 7.7944 www.fishersons.co I ton, WA 98233 JOB $: J6001 FSI ARC A DIVISION OF Phone:360.757.4094 Fax: 36 625 Fisher Lane, B I I New Project For: Westfield Southcenter Parking Structures 633 Southcenter Mall Tukwila, Washington Parking Structure Overall Architectural Site Plan PLOT DATE:426 2006 JOB $: J6001 A1.Oj 1 4 II V O c Arch Site,dwg • REVISION 'Rev I' .Rev 2• I )ATI: 0310W06 03/29/06 04/12/06 ti RECO CODMPPLIAAN h000n»Ft) 1 mg 11 2�su1 i Gty Of Tavola << .n+, al 1ii (VW r Poc0-ov— Cr.. ••• :._•iit NOTE: 5EE CAVIL VRAMP165 83Y 9P TE Gf1Y 91514.117) FOR EX/GT MITT NOTE 2: 5ft A20 $ X13.0 FFR MATER Si a LOCAT106 Architectural Site Plan SCALE ;I4'=r'-o. I I _a FSI ARCHITECTS A DIVISION OM FISHER & SONS, INC, hone: 360-757.4094 Fax: 360-757-7944 www.fishersons.corn 625 Fisher Lane, Burlington, WA 98233 I I New Project For: Westfield Southcenter Parking Structures 633 Southcenter Mall Tukwila, Washington Parking Structure A&B Architectural Site Plan PLOT DATE: -1.1 I r m6 JOB =: 16001 SHEET A-1 .0 )rawings\Arch1J6OO1 Arch Site dwg CIS 0 U V 5 0 71)X 1 : , • M. WATER S BTO GARAGE �CP1 J • 26 . 1 2c181 -1Y2" T S I ': 3q,, -5Y2 1 • • Zj 8 \, \o \<," FIBE LINE STUB TO PARKING GARAGE (DDCVA AND FDC PER GARAGE PLANS) 1 - 10" x 6" TEE 1 -THRUST BLOCK 0 0 0 0 X260 -- 1 IL7 1.'s 1 . 0� ST)B TO PARKING GARAGE IE - 23.60 • 1 f v6 4 LE 12" SD cs 0 0 0 • 751 c\r T2s. L. ;277 • 0' 07 F HYDRANT ASSEMBLY 497 fP O .0111. f 0 O 6" SS STUB TO PARKING GARAGE IE = 19.45 (FLOOR DRAINS) 25LF 6" SS @ 2.0% i z66p r,B row. IMP • ❑ D 0 • MN. 4111. r ..r • -- _: • - - • IMP w r a IMP ... An. OH nil posto-tm. OTE: SEE CM. VR)Lit VJ 33Y SEPARATE U'YT flJ FOR EXACT VFIT: N• , 11 11 NN/ REVIEWED FOR I ;ODE COMPS �ANCE acoonuso 11.1-1-120 • • city Of T wila 8111} n:,;Sf "",TCTV W £P 231'': PERMIT CENTEh Architectural Site Plan %ALE REVISION DATE 'O' 03/06/06 'Rev 1' 03129106 'Rev 2' Phase I Rev 1 04/12/06 'Rev 3' Phase 11 Sub. 04/14/06 'Rcv 4' Dock Rev 04/26/06 'Rev 5' Phase 1 Rcv 2 04/26/06 'Rcv 6' Struct Rev 1 04125/06 New Project For: Westfield Southcenter Parking Structures 633 Southcenter Mali Tukwila, Washington Parking Structure A Architectural Site Plan PLOT DATE:4262oo6 JOB 11: 16001 a FSI ARCHITECTS A DIVISION OF FISHER & SONS, INC. Phone: 360.757-4094 Fax: 360.757.7944 www.fishersons.corr 625 Fisher Lane, Burlington, WA 98233 A1.11 New Project For: Westfield Southcenter Parking Structures 633 Southcenter Mali Tukwila, Washington Parking Structure A Architectural Site Plan PLOT DATE:4262oo6 JOB 11: 16001 SHEET A1.11 • - 0 4 0 P a 2 0 0 Pi 4 4 O 0 n r t 62'-0' 11.4:411 -4V , 11'.O' 26'-0' i 62'-O' Iq1-0' r 101-0' 431-0' 1' 1 r -o' 274'-0' 26'-01 24'-O' 1 449. 62'-0' 34'-O' 111-0' 451-O' fI 111-0. 24'0 1= '1 ft 4 TO \ DRIP -LIE YAUUON \ Mims • • A e ADA RAMP OtIi ) 1 il ADAs�� NM TO EXCEED 1i2 r ,e<...3A 3: P ill 2 3Q 0 K 26019--- SLOPE LE SLOPE elb 0 736 9 73' RAW MO FDA RAW SLME NM TO EXCEER140 9 9 pr-ofityyp) icr-o° (rtri) 24* -0' (TYP) 191-06 (14) 0 26.-ol Mal (A. 24.-06 (WO/ Icr-02 ATP) tec ir 26.0 • t• 0 TUI2j "d‘ 7 -QUA 20 SLCCE 0 • • • rps 280-0. %Jr:PE UP Ste CONTRAGTOR 266-06 246-0' isgr rr-o• • 1 67-0' 1 • • • • • • arb 260 TDB- GrATRACTOR 67-0 316 et a PLANTERS To ssi DO 61 Porkkg Spaces This Level ReVcr: 2C5 ADA Val: 4 Total: 204 Main Floor Plan I SCALE 1 Wall Legend eimeel V BRIM MASONRY INT IT CIZOCIELI 14. CAST -IN-PLACE CONCRETE MALL IV 4' BRICK VENEER, 5' AIR SPAZE W 4' BRICK VEXER 56 AIR SPACE 7-0.x7-0. CONCRETE CAST -IN-PLACE COMM W 66 BRICK MASONRY INT, I* AIR WAGE 6' CONCRETE SPAIVF13. Keyed Notes 02 EXISTIRS CONDITIONS 2A 03 CONcRETE catRETE Lem (gm sincitibm) COMPETE MINI (SEE SIROGRRAU 36 4' RASED CONCRETE PAD 3.1 FRE -CAST SPAMPEL PAWL 3M 312 30 PRE -CAST SILL (SEE VA6.0) PRE -CAST MAU. CAP -1 (ME 21A6‘0 PRE -CAST MALL CAP -2 (SEE NA6.0) PRE -CAST SPAMPB. GAP -1 (SEE 41,460) 6‘x6' CCOGRETE CORB (SEE )0000 6N6' COMMIE CURB • ADA RAW (SEE )0000 SEAR/OIL-2 STROGIIRAL1 04 MASORRY 46 &Ade 94901H -PACED - PAINED Sao* SFUT-FACED - SEALED 1 40 kWh* spur -mow CHI - SEALED 4E42 - SEALED 4F 40 CB METALS 5A 6' STEEL COMB 50 ) SIM WAN I- 5C I BENI STEEL NATE COPRUSATED MAL SOMT PARR 511 PETAL MN B1CL09.RE PAM CCORUGATED METAL Cale PANEL 1 5.1 ) STEEL STAR ea XI)000 ( usor GAME MAL FRANKS 511 MAL PLASM SlEB. BRACE FRAM (SEE SIRJOIRAL) mat nts ism snivcium) 1461D OBLATION CRUET SEINE 14343RANE ROM** CALK SEJSMG 08 astml4s6 1 46 aRrAN wa SYSTEM (SEE 30000 PO 9T2CAALTES coin swam (ix ,1Zt.e! ANCE Aeon Mfg° IMMIX 1 KA BACK-UP 6ENERATOr 22131M12. _ kucila ROOF GRANS EMI LNT NEATER SOEDULED MUMS USN 2E6 SOBALB2 mance ma scate 2bc, SWUM MEE Miff 1221 MOTU • REVISION DATE PLOT DATE:111,pm JOB 4: 16001 SHEET A2.0 City (7omment , °4112/06 . s. 1 o; A 12= • t. . _..x , w 1.s.7. q t i 0 " IMM Phone: 360.757.4094 625 Fisher Lane, Burlington, WA 98233 New Project For: Westfield Southcenter Parking Structures 633 Southcenter Mall Tukwila, Washington Parking Structure A Main Floor Plan PLOT DATE:111,pm JOB 4: 16001 SHEET A2.0 fb 0 c, L a , Q 1 n • 7 ONTYP) _ 62'-0' 29'-3y' 24'-0` (TYP) 113 F T F • „� _ 3 1-4--t ao ----- Q' 1:1 �� '. , !;.- J ill F 1 I f ti 11 ., _�.' 1F�'_ r _ I 77_x' 1 f cfi'_,7' '�'-R� ; F -�. 24-- 0 *fr i ) i 1 1 ff---- Cc -'vim 1 Cl • -Fti. _0 i i c 4�-� 274'-O d 19'-0' (TYP) 19'-0' (TYP) 62'-0 4S-0` 41- ON ANLL 1M1`i j -r %ETAI gut) *L! TO S .48 ABM -� 0 0 0 26'-0 24'-0 i 62'-0 19'-0 19'-0• • 1 _ O fBEGN BLEND SLOPE 6% MAX \--BEGIN MAIN RUN SLOPE 10% MAX U ) - W Z i �a U CABLE BARRI G S 24'-0 (r P) • iI 19'-0 (TYP) CABLE BARRIER VEND SLOPE ( ++�) i d 1 17'- G• 24' Df v 4 i r i9'-0 (TYP) 19'-0` (TYP) 24'-0" (TYP) 24'-0 • 4.? 40` CIU WALL SIM 3-" METAL SND WALL TO SLAB ABOVE 18'-0 T s Q f1 4' RAISED SLAB 0 0 - II28'-0 1i -o' 1i -0 0 28-0 62'-0 O 0 N ELEVAT Q111PVEN 19'-0 (TYP, O N O O N O 1 0 0 O N 0 O H • O O 1 N 0 10 1r-0 1 0 0 'o N O :co O N 0 O th 0 CSL a I REVIEWED FOR CODS COMP CE t boon f V1ECO MAY 11 V306 QtY 0 [utnt�lk� ,aI I 1 now. ",II new• • 1)0 6- 072. ›.11 a z 0 r.ii v w [Ti O rT14 1 ›-4 :=4,1 r:4a., GTRECEIVED YOF TUKWIIA IG*R 0 6 & PHIATCENTEI K • Main Floor Plan REVISION DATE '0' 03/06/06 Phone: 360.757.4094 625 Fisher Lane, Burlington, WA 98233 New Project For: Westfield Southcenter Parking Structures 633 Southccnter Mall Tukwila, Washington Parking Structure A Main Floor Plan PLOT DATE:3.3,2006 JOB N: 16001 SHEET G -�i 0 0 CO N • O 0 a O N O N 0 N • N O O 0 0 O a O L 4 0 1 N O I O 274'- 0• 62'-0• 62'-0' 1'-8" 17'-O f N 0 a0 0 O i 26'-0' 19'-0' (TYP I• rot le 24'-0' (TYP; O r-44. I -'OI CMU ALL AT SRI'S I- t v � cI CI. l 19'-O• 1O'-0' 43'-0' t 9'-O' l' -0- 1• 01 0 1 I 0 - 9.-6.-ffy-p} ' -w--7-6- (fllP)--- - I D Oa i •a N 1 a 4'i CV 1 24'-0" (TYP) 0 CABLE BARRIER 0 19'-0'�j --0 0 r 2f -Cr 1'-00, 9'-0' i'' BEGIN BLEND SLOPE 6% MAX 1 1 62'-0 19'-0• 622-0' 26'-0• 1'-0.1.-0' 16'-01 11'-6' 1'-8• BEGIN MAIN RUN SLOPE 10% MAX 26'-O' (IW) BEGIN VAX RIN SLOPE 10% VAX • I CO N 0 • s • BEMBL_ U SICK 6% VAX 191-0 CABLE BARRER u-- 24'-0• (TYP) Lo 1 r 0 4• RAISED SLAB 44" HIGH ON WALL AT STAIRS (TYP) b 4• RAISED SLAB 1.71E T'11— 19 -0'�— 24'-0' (TYP) - r( S'-2a *s• BRIDGE (LOCATION T.B.D.) 1 _ _ _ _ _ _1 0 tJ El 0 1 N II O 0) • 10 1 O N N! N D (0 O 1 23"- C• :r -o• i• 1;. '•. r-3• 26'-0" 0 1 s0 •1 O 1 m 0 1 1T-01 2e -0- 1 8-O E2'-^• 62"-T i S i6' 61-0- 61-0' C 0 .40 1 a O t N 0 1 h 0 1 H O 1 N O 1 N O •N 0 a N 0 V Igoy ipo t IR; bonajmico �1 tr-N• 35 (5 oc!r 10 a� fIn ��"�ILAVesia r �` co(,- �72— Second Floor Plan 0 w U ZE_Ti [T) 4•1 O ['r 1 CITRECEIVED Y0FRYAVAIA KIR o 6 2N3 PERhaT (.4 4IEK SLATE 1116"= r - 1 f • , I REVISION DATE '0. 03/06/06 z N z 0 N to CC w 2 N 1 0 0z N 9 0 Phone: 360.757.4094 625 Fisher Lane, Burlington, WA 98233 New Project For; Westfield Southcenter Parking Structures 633 Southcenter Mall Tukwila. Washington Parking Structure A Second Floor Plan PIAT DATE:33/2006 JOB #: 16001 SHEET PLOT SCALE: 1' = 1'-0" 17'-0' 62'-O' 19'-0' 1O'-0' O 0 O 1 eD O 0 i 0 1 b N O 1 0 O N . 0 0 N 0 O N 0 c N w i 0 • 0 iv O N�— Oi N d 0 1 0 N 24'-0' (TYP) 19'-0 (TYP) 0 44• ICGI CW NALL WIN STOREFRONI SYS1EV 616 STEEL OOLIAIV i 28 - 0 e 1-- 24'-0 (TYP) • t O O (V 9'-0' (TYP.) a 9'-0' 1'-0' 274'-0' 26'-0- 24'-0' 1'-O' 62'-0' CABLE BARRIER .tai►WIS..1081.1gtar401.1. % %a•1‘3►eacc»��ae��ac�w�� i9-0 (My (TYP) Q CABLE BARRIER BEGIN UM RUN SLOPE 13% VAX O BEM BLED U SLOPE 6% VAX r1, tilabo0- 1. 24'-0' (Tv? 1- 1 c 4 os t T9'=-077 P) .. -� =-T ( )- , (TY1) 26'-0' 4' RAISED SLAB 6x6 STEEL coma! 11 1* - `et a) 7•-0• i•-Vf 2t• -L 1•- 1r-0' 28'-0' 1r-0- 28--0' 11-0- Ei- O 0 26--0' 1 1 62%0' 1 .8' I b I- BRIDGE k.1.C. (LOCATION T.B.D.) A I N i 0 1 O N i 0 I 0 N 0 1 0 N O 1 N 0 1 N —.1! O 1 O N --i 0 1 N 0 1 b a 1 b CO w 1 REVIEWED fOR CODECOMPLINICE no novo 11 � 1 1 2,36 l City Of nnosinto Tukwila Third Floor Plan ›-4 a z 0 [14 z 0 1 CRRECEIVED Y OF TUKWI A MAR 0 6 2Oi i PERMIT CENTER 1 • I SCALE i 'IC= T• - REVISION DATE '0' 03/06/06 0 N Phone: 360.757.4094 625 Fisher Lane, Burlington, WA 98233 New Project For: Westfield Southcenter Parking Structures 633 Southcenter Mall Tukwi la, Washington Parking Structure A Third Floor Plan PLOT DATE:3 3--1006 JOB #: J6001 SHEET ife Genera 15tructura I Notes (THE FaLowinG APPLY KESS SHOWN on+Ew0115E ON THE aurnr+r�) CRITERIA: 1. ALL MATERIALS WORKMANSHIP. DE5I6N, AND CONSTRUCTION SHALL CONFORM TO THE DRAWIN65, INTERNAT!ONAL BUILDING CODE (IBG), 2003 EDITION. 2. DESIGN LOADING CRITERIA: ROOF LIVE LOAD SPECIFICATIONS, AND THE 25 PTF (NON-RIEDIIGIBLE)�-,n SNOW Ge:0.9, 6t:1.2, I5=1.0, P* =20PSF FLOOR LIVE LOAD (PARKING) 40 P5F OR 3,000 LB CONCENTRATED LOAD NON-REDIJGI BLE PER IBC. 1601.1.1.4 STAIR LIVE LOAD 100 P5F (NON-REDUCIBLE) MARQUEES/CANOPIES (ADJ. TO PUBLIC RIGHT-OF-WAY) 15 P5F (NON-REDUCIBLE) 6UARDRAIL5,BALCONY RAILS 50 PLF OR 200 LB CONCENTRATED LOAD MECHANICAL UNITS FURNISHED BY MANUFACTURER WIND 85 MFH, EXPOSURE ' B' , I„=1.0 EARTHQUAKE SEISMIC DESI6N GATE60RY D, USE 6ROUP I, FLOOR LIVE LOAD (CORRID( 5/LOBBIES) SEE DRANINS5 FOR ADDITIONAL LOADIN$ CRITERIA 55:1.42, 51=0.49, 515= 0.85, SDI= 0.18, SPECIAL REINFORCED CONCRETE SHEAR WALLS R:5.0, n0=2.5, IE:1.0 SEISMIC ANALYSIS BY MODAL ANALYSIS PROCEDURE PARKINS STRUCTURE A: Cy=0.16, VDA5r :3183k PARKIN+5 STRUG1URE B: C5=0.16, Yaw: =3011k 3. STRUCTURAL. DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAHIN65 FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACIN5 FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CON1€€�GTIONS HAVE BEEN COIVLETED IN ACCORDANCE HIV THE DRAWIN65. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE 1€1140D5, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. 6. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN N41TIN5 TO TIE ARCHITECT AID STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES 511014 ON 5140P CRAWIN66 ONLY HILL NOT SATISFY THIS REQUIREMENT. 1. DRAWIN55 INDICATE 6E3ERAL AND TYPICAL DETAILS OF CONSTRUCTION. 1'IRE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SIM, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW R$) APPROVAL BY THE ARCHITECT AND TEE STRUGTURAL EMINEER. 8. ALL STRUCTURAL SYSTEMS U2fOSED OF GONPONENTS TO BE FIELD MELTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MAN4JFAGTURIN6, DELIVERY, FANIDLIN6, STORA6E AND EWCTIGN IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY TIE SUPPLIER. 9. SEISMIC BRACH* AID Alti0RA6E OF MECHANICAL UNITS AND 0T143R MECHANICAL FIXTURES NOT SPECIFICALLY SHOPN ON THE PRO -ECT MECHANICAL DRAN1N65 SHALL BE DESIGNED BY A PROFESSIONAL E N6INEER REGISTERED IN TIE STATE OF WASHINGTON. TIE MECHANICAL CONTRACTOR MMT HIRE TIE Bd5INEE3R AND 15 RESPONSIBLE FOR ALL COSTS RELATED TO THE PURCHASE AND INSTALLATION OF SEISMIC BRA4I14S AND AIrklORAGE. SEISMIC BRA4I146 AW ANCHORAGE DESI6N AN) CONSTRUCTION SHALL COMPLY WITH SECTION 1621 OF TIE IBC AND SECTION 1.6 OF ASCE 1-02. SE 613fRAL STRUCTURAL NOTE 13 FOR ADDITIONAL_ INFORMATION. 10. SHOP DRAWINGS FOR REINFORCING 57W.. (FOR BOTH CONCRETE RV MASONRY CONSTRJGTION) , PRECAST CONGRETE ME T, STRUCTURAL STS.., METAL 9ECKI14S, AND GOLD-FORED PETAL FRAMING SHALL BE SUBMITTED TO 71E ARCHITECT AND STRUCTURAL BMSINEBR FOR RFYIEN PRIOR TO FABRICATION OF THESE ITEM. CONTRACTOR SHALL SUBMIT HALL ELEVATION DRAKIN+1S5 OF AT LEAST 1/8' = 11-0' SCALE INDICATING LOCATIONS OF CONNECTION D B)'ENTS AND HALL OPENINSS FOR REYIDI PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE HITH REI F(RGE[ENIT SRF DRA IN65. 11. SWOP DRAWING 1 E'_YIEN: DIM45ION5 RV QUANTITIES ARE NOT REVIB' D BY TIE EN:&INEF.R OF RECORD, ND THEREFORE MUST BE VERIFIED BY T1E CONTRACTOR. 71€ CONTRACTOR SHALL REVIEW W STAMP DRAWINGS PRIOR TO REVIEN BY BNSIIEER OF RECORD. SUBMITTALS SHALL INGUOE A RffRODIZIELE AND ONE COPY. TIE RERODUCIB-E SHALL BE HARKED AND MUM?. SHOP CRANING SUBMITTALS PROCESSED BY TIE 8451143ER ARE NOT CHANGE MFG. THE PURPOSE OF 510P DRAWING SUBMITTALS BY TIE CONTRACTOR I5 TO DE4145IRATE TO TFE ENGINEER THAT 11-E CONTRACTOR t 4ERSTAO5 TEE DESI6N CONCEPT BY INDICATINS PHICH MATERIAL 15 INTENDED TO BE RANISIED AW INSTALLED AND BY DETAILING THE INTENDS FABRICATION MW INSTPLLATION 1'E1} D5. IF DEVIATIONS, 915CREMIES, CR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS NV TIE GONTRAGT DOCUMENTS TS ARE DISCOVERED EITHER PRIOR TO GR AFTER SHOP DRAXIM SUBMITTALS ARE PROCESSED BY TIE ENGINEER, THE D 5!6N MAXIMS AVS SPECIFICATIONS SHALL CONTROL AV SHALL BE Ramo. SHOP DRAXINGS OF DESI6N BUILD Oaf' 1ENT5 INY.,LIIDIN6 STAIRS SHALL. INCLUDE TIE DE5I6NI14S PROFESSIONAL. ENGINEER'S STAW', STATE OF i4t5HINSTCN, AVD SHALL BE A tA03) BY TIE COMM DE M6N ER PRIOR TO GHJ GRY IEV1131 BY THE EN5INEER OF RECORD FOR LOADS IFPGSED ON TIE BASIC STRJGTUIE. THE COPME14T D516N ER 15 RESPONSIBLE FOR CODE GO.4FOR"ANCE AW ALL W.F_` W CON ECTIONS NOT SPECIFIC/1/4'1.Y CALLED OUT ON ARCHITECTURAL CR 51RlJG1URAL DRAWINGS. SHOP DRAMIN 55 SPXL INDICATE MAS NIIUE AW DIRECTION OF ALL L0.�1'S I1+POSED ON BASIC S1RX11J.E. DESI6N CALO.LATIG!`5 SrW.L EE Y.ADF AVAILABLE UPON REO..eT 12. RECAST GO!V TE CLAMING PANES AW CONAECTICNS TO THE BASIC STRUCTURE SHALL BE PROVIDED AS SHai i ON TIE 5:. • HEAL MAIMS. EN6DMR OF RECORD SPALL TAKE NO FePOMIBILITY FOR PRODUCT PPA AGIURE OR DELIVERY AW NA VLINLS. FREGAST COMFIT YDEE65 SHALL BE ADEOJATELY BRACED Ln'NT1L ALL GOli€GTI01L5 NAVE BEEN GOt?.ET I) IN ,NCE iii T!1 rE DRVIIN55. W TRXTOR 5+41L FRO/IDE &L EXTRA wItroRaiar, INSERTS, LIFT!N5 DEVIC , Wit., REWIRED FOR PAV7_I145 AW MUM. 9tP DRAHD 55 510KIN 5 ALL REINFORciN15 GONAEGTIOhS, BLOCJ.CCUT5 OF AIL I400 ADVO Pa FINIS++ DETAILS 91k -L 5E SiZNITTED TO TIE STRUCTURAL E INE€R AV AIIITEC: FOR RFVIEN PRIOR TO C0461RXTIGN. QUALITY ASSURANCE PLAN: 13. QUALITY ASSURANCE PLAN FOR SEISMIC RESISTANCE (SEISMIC DESI6N CATEGORY D): DEFINITIONS: TIE SEISMIG FORCE RESISTING SYSTEM FOR THIS STRUCTURE CONSISTS PRIMARILY OF SPECIAL REINFORCED CONCRETE SHEAR WALLS, FLOOR/ROOF DIAPHRA6Nl5, AND STRUT 143EER5 AS SPECIFIED ON TIE DRA111N65. SEE TIE LE6E4D OF FLAN SHEETS FOR ADDITIONAL It4~ORU1T10N DEFINING )U ER LOGATIGN5. SPEGIAL INSPECTIONS AND TESTING SHALL BE PERFORFED BY TIE OM! -R APPOINTED INSPECTION A6ENGY IN ACCORDANCE WITH CHAPTER 11 OF TIE IBC N111 REPORTS PER IBC SECTION 1104.1.2 SUBMITTED TO THE OVER, ARCHITECT, STRUCTURAL EN51IEER, CONTRACTOR, AID BUILDING OFFiGIAL FOR EACH DAY SPECIAL INSPECTIONS OR TESTING 15 PBR RED TIESE INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS SPECIFIED IN IBC SECTION 101. 5EE TABLES BELOW FOR ADDITIONAL. INFORMATION. STRUCTURAL 17845 SPECIAL INSPECTION FREQUENCY IBCNCE STRUCTURAL STEEL FABRICATION FABRICATION PROCEDURES ERECTION SWOP AND FIELD PEIDING (INCL. METAL DECKING) HIGH-STRENGTH BOLTING COLD -PORED STEL. FRAMING FIELD NELDINS FASTENERS, BOLTS, STRAPS, HOLDOWV5, ETC. NO ERECTION' PERIODIC PERIODIC CONTIW OU5 (PERIODIC FOR 17E145 EXCEPTED PER IBC 1104.3 1104 2) PERIODIC (CONTIMJOur HERE REQUIRE PER IBC 1104.3.3.3) PERIODIG PERIODIG FOR GONEGTION5 OF ALL N OF THE SEISMIC FORCE RESISTIN6 SYSTEM INCLUDING DIAPHRAGMS, SHEAR HALLS, STRUTS, 4 HOL.DOPN5 CONCRETE (SEE 6EERAL STRUCTURAL NOTE 18 FOR ADDITIONAL REQUIREMENTS)" REINFORCING PLACEMENT PERIODIC AND PRIOR TO ALL CONCRETE PCUISS REINFORCING PELPIN6 PERIODIC (CONTINUOUS FOR SIf_AR HALL.) ANCHOR BOLT PLACEMENT PERIODIC AND PRIOR TO ALL CONCRETE POURS CONCRETE PL.ACBfNT"' GONTIMJOIIs CURING 4 KRIM: K PROCBURES PERIODIC POST-TENSIONIN5 CONTINUOUS PRECAST CONCRETE ERECTION PERIODIC MASONRY (SEE 6E3ERAL STRUCTURAL. NOTE 26 OR 21 FOR ADDITIONAL. RF:WIRE3 lT5) LEVEL I SPECIAL INSPECTION PERIWIG (WIN/WS FOR 6ROUTIN6 AAE PELDINN5 OF REINFORCING BARS) MANSION BOLTS 4 INSERTS EPDXY GROUTED INSTALLATIONS PILE FOLWATIONS PERIODIC INCLUDINS TORQUE 7E575 IN ACCORDANCE HIV APPROVED ICG -E5 REPORTS PERIODIC INCLUDING INSPECTION OF 843EDIENT DEPTH AID HOLE CLE.AN.I14E5S PRIOR TO ALL INSTALLATIONS 1104.2.1 4 TABLE 1104.3 1184 3 1104.3.2 1 TABLE 1104.3 ITEM 6 1104.3.1, TABLE 1104.3 ITEM 445a, 1108.4, 4 AISG 341-02 SECTION 16 1104.3.3 1 TABLE 1104.3 17E4 142 1104.3, 1101.4 4 AWS D1.3 1101.4 TABLE 1104. 1103.5.2 4 TABLE 1104. TABLE 1104. TABLE 1104. TABLE 1104. TABLE 1104. 4IT@41 TABLE 1104.3 ITEM 51, 4 I1013 4 11134 4,546 4 17E4 1410 4 1184 8410 4 1184 9 TABLE 1104.5.1 ITEM 1 THRU 6 CONTIMJWS 1104.8 4 1104.1 • STRUCTURAL STEER. INSPECTIONS HAY BE WAIVED IF APPROVED BY THE OPi R AND BUILDING OETIGIAL FOR NOW PERFORMED ON TIE PREMISES OF A FABRICATOR RE6IS7ERED AND APPROVED TO PERFORM SUCH WORK HIIHIOUT SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION 1104.2.2. " EXC 'TI0N5 1 1H RU 4 PER IBC SECTION 1104.4 SHALL NOT APPLY TO CONCRETE PM ON THIS PRO.ECT. "' FREQUENCY OF GONCREIE LABORATORY TESTING SHALL BE IN ACCORDANCE KITH IBG SECTION 1105.6.2 UNLESS OTHERMISE NOTED IN TIE PROJECT SPECIFICATIONS. ARCH. MECH. 4 ELEG ITEMS EXTERIOR WALLS, VENEER 1 CLADDING SUSPENDED CEILINGS PARTITION PALLS STS.. STORE RACKS > 8 1$T H16H 6LAZIN& 5Y510 SEISMIC DE5I6N R6fAJIRNTS (2003 IBC 4 ASCE 1-02 SECTION 9.6) IBC 1621.1 4 ASCE 1.6.2.4 IBG 1621.1 4 ASCE 9.6.2.6 IBC 1621.1 4 ASCE 9.6.2.8 IBC 1621.1 4 ASCE 9.6.2.1 IBC 1621.1 4 ASCE 9.6.2.10 LIFE SAFETY COPPO 3415 INGL.IJDING IBC 1621.1, 1101.1.2, 4 ASCE 1.6.3 FIRE MPS, DER6ENCY 6E ATORS, SMOKE P/ACUATION FANS, ANO COPPONOtTS P1ITH HAZARDOUS OYEUSTIBLE. CR MAY TOXIC COMM PERIODIC SPECIAL INSPECTION A5 SPECIFIED PER IBC CHAPTER 11 REQUIRED FOR WALL FRAMING, FOR FASTDIINS � VENEER OR CLADDING UCEEDIN6 5 P5F (IBC 1101.6) NOT REQUIRED (INSPECTIONS PER IBC SECTION 101 AS REWIRED) REWIRED DURING ERECTION AND FASTENING FOR WFL.LS > 15 P5F (IBC 1101.6) REWIRED FOR ANCHORAGE (IBC 1101.5) NOT REQUIRED MIRED FOR VE RIFICATIO 1 OF GEDTIFIGATE OF COMPLIANCE LOBO ON Ca/PO EIT (IBC 1101.1.2) A1. OT -ER IECRAMIC& AW IBC 1621.1 1 ASCE 9.6 NOT REWIRED ELECTRICAL Cc TTS STRJGTIRAL CaERi1ATlt7l PAR ISG SECTION 1101 15 NOT REWIRED FOR THI5 51RUCRXE. CCNT.RKTOR STATEViT OF FESPG6IBILITY: CONTQIGTOR 9*L 5694IT A *11104 STATBViT OF RESPONSIBILITY TO THE 044FR, ARC+si1ECT, 51RUGTLR4.. B61N332, AW B,J L.91M5 OFFICIAL PRIOR TO GA45TRHJGTION AOUttaeI145 THE MUT( AECLRANGE RAN ROOJIRE N'r5 AVS 19 TAT !U1 Provzoms IN AaORzi CE P11114 TI€ 5PEGIFIG, 11134IZED REW1513134T5 CF STION 1105.3 OF TW IMG. GEOTECHNICAL: 14. FOUNDATION NOTES: 5UO6RADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, C01'E TION, AND FILLING REQUIREMENTS, SHALL G0I4'-ORH STRICTLY WITH RECOMIENDATIOM 61VD4 IN TIE 50IL5 REPORT OR AS DIIZ6GTED BY THE 66OTEC NICAL EN61NEER. FOOTIN65 SHALL BEAR ON FIRM, UNDISTURBED EARTH OR CONTROLLED, COl1'AGTED STRUCTURAL FILL AT LEAST 18' BELOW LOPEST APJAC01T FINISNED 6R/OE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUMURFAGE DRAINAGE AS NOTED IN THE 6EOTECHNICAL REPORT. ALLOWABLE SOIL PRESSURE WA LATERA[. EARTH PRESSURE (RESTRAINED/UNRESTRAINED) WA AU6ERGA5T PILE CAPACITY (COHPRESBION TBMSIOWLATERAL) 450/350/40 KIPS STEED. PIPE PILE CAPACITY (C 1 SSION/TENSIOWLATEDAL) 450/300/40 KIPS SOIL PROFILE TYPE SITE CLASS E 6EOIEGIIICAL REPORT NCE: REPORT N0. 05-200 BY PAN 6E0, INC. DATED FEBRUARY 1, 2006. ANCHORAGE: 15. EXPANSION BOLTS INTO CONCRETE AND SOLIDLY 6ROUTED MASONRY SHALL BE 'KNIK BOLT 3', A5 MANUFACTURED BY HILTI CORPORATION AND INSTALLED 114 STRICT ACCORDANCE HIM ICG -E5 REPORT N0. 1385 AND MANJFAGIURER'S INSTRUCTIONS, INCLUDIN5 EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH ICG -E5 REPORTS INDICATING EQUIVALENT OR 6REATER LOAD CAPACITIES. IN ADDITION, SUBSTITUTIONS SHALL MEET ICC -ES ACCEPTANCE CRITERIA AC01. SPECIAL INSPECTION 15 REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. EXPANSION BOLTS SHALL NOT BE USED AS 5UBSTI1UTE5 FOR E1 DED ANCHOR BOLTS UNLESS SPEGIFICALLY APPROVED BY THE STRUGIURAL ENGINEER. A MINIMUM OF 6' OF SOLID GROUT SHALL BE IN PLACE AND CURED TO A MINIMUM STRENGTH OF 2,000 P5I ON ALL SIDS OF EXPANSION BOLTS AT 14AS0W' WALLS PRIOR TO BOLT INSTALLATION. BOLTS IN MASONRY WALL SHALL COMPLY WITH RESTRICTIONS SHOWN IN DETAIL 13/54.1 AT HEAD JOINTS. 16. DRIVE PINS AND OTHER POWER -ACTUATED FASB SHALL BE ITN RAMEET/RED HEAD LON VELOCITY TYPE (SERIES 1500, 0.145' DIAMETER UNLESS 0IIERHISE NOTED), OR AN APPROVED EQUIVALENT 115TREICH MD EMBEDMENT. INSTALL IN STRICT ACCORDANCE WITH ICC -E5 REPORT 140. 1791. MINIMUM BEEDHENT 114 CONCRETE SHALL BE 1' UNLESS OTW J 1ISE NOTED. MAINTAIN AT LEAST 3' TO [+FOREST CONCRETE ED6E. 11. EPDXY-GROUTED RODS OR REBAR TO CONCRETE OR MASONRY SPECIFIED ON 1F( DRAWINGS SHALL BE 6RCUTEP HIM 'SET EPDXY-TIE ADHESIVE' AS WM./FACTURE!? BY 5I1'5ON ST 0% -TIE COMPANY, INC. INSTALL IN STRICT ACCORDANCE WITH ICG -E5 REPORT N0. 1112, 1NGLUDIN5 MINIMUM Dewar IEOLJIRBrENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR R VI131 WITH ICC -ESR PORTS INDICATING EQUIVALENT OR 6REATER LOAD CAPACITIES. IN ADDITION, 5135TITUTIONS SHALL HEFT ICG -E5 ACCEPTANCE GRI IE IA (A458 FOR CONCRETE MID NEW MASONRY APPLICATIONS) . SPECIAL INSPECTION OF EPDXY-6ROUTED ANCHOR INSTALLATION I5 REWIRED. HOLES IN CONCRETE AND SOLIDLY 6ROUTED HASONiRY HAY BE DRILLED BY CORING OR ROTO -HAMS LRUS6 NOTED OVERUSE. EPDXY GATED RODS OR REBAR SHALL NOT BE USED AS SUBSTITUTES FOR MEWED ANCHOR BOLTS UNLESS 5PEGIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. UNLESS OTHER/15E 14010), PROVIDE TIE FOLLOWING BEE ENT DEPTHS FOR AN(MORS AT CONCRETE CR REINFORCED MASONRY HALLS: 1/2'41 ROD OR 113 BAR 4' 5/8'$ ROD OR *4 BAR 5' 3/4'4+ ROP OR 115 BAR 1' 1'0 R0D 0R n6 BAR 1' SHEET INDEX: 51.1 6EIERAL. 51RUGIURAL NOTES 51.2 6ENERAL 51F4JG1URAL NOTES 52.0A PARKING STRUCTURE A MAIN FLOOR 52.06 PARKINS 57RUGIURE B MAIN FLOOR 52.1A PARKINS STRUGIUCE A SE ;ONO FLOOR 52.16 PARKING STRICTURE B 5GG0IV FLOOR 52.2A PARKIN& STRUCTURE A THIRD FLOOR 52.26 PARKING STRUCTURE B THIRD FLOOR 53.1 TYPICAL C ttRETE DETAILS 53.2 PILE FOUNDATION DETAILS 53.3 5EI5111G PILE CAP DETAILS 53.4 GRADE BEAM SCHEDULE 4 DETAILS 53.5 FOUNDATION DETAILS 53.6 SHEAR WNL ELWATlC 6 53.1 51 -EAR MAIL ELEVATI015 53.8 SHEAR KRILL DETAILS 53.1 GONGRE1E MUNI SCHEDULE 4 MTAIIS 53.10 CONCRETE BEAM SCHEDULE 53.11 GCNGRE'TE BEAN 4 51.0E DETAILS 53.12 MISG. CONCRETE DETAILS 53.13 F05T-TB i1OEco 5LA8 NOTES 4 DETAILS 53.14 POST -1 !DIED DETAILS 54.1 WeE Rr OETAIiS 55.1 55.2 55.3 51.1 WEB. DETAILS STDG. DETAILS CANOPY FRAWI1y6 PLANS CLADDIN& DETAILS co�ECONRE b000nupo 2(306 city of iumna '. .�t -, 1 j�l _F�•� ,,,r, 1� t213f41g j, Pb 4 '0UR til 0 RECEIVED 51.2 axioms DETAILS • 1., IOWA G; 1 REVISION DATE PLOT DATE: 4:13;2006 '0. 03.06.06 s 1 • E -CO V ANAL I EXPIRES 7/25/07 1 COUGHLIN PORTER LUNDEEN 413 PINE STRUT • SUITE 300 SEATTLE. WA 911101 P: 2061343.0460 P. 206/3434691 A CONSULTING STRUCMAL AND OV1L 6NGINE®NNG CORPORATION 111 FS1 ARCHITECTS A DIVISION OF FISHER & SONS. INC. Phone: 360-757-4094 625 Fisher Lane, Burlington, WA 98233 New Project For: Westfield Southcenter Parking Structures 633 Southcenter Mall Tukwila, Washington General Structural Notes PLOT DATE: 4:13;2006 JOB #: S05-1622-01 SHEET s 1 • Dar.. 13 Apr ions - t24fpw. 9. rier1 Strir'a I Notes iTl� FOLLOYVIMG APPLY UNLE55 SHOIhY OTHERWISE ON THE DRANtlN65J CONCRETE: 18. CONCRETE SHALL BE MIXED, PR0P0RTI0WD, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1105 AND AGI 301. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOMS: TYPE OF CONSTRUCTION A. B. G. D. E. SLABS ON GRAD, TIE BEAMS, TOPP1N6 SLABS, STAIR LANDINGS AND TREADS PILE GAPS, 6RADE: BEAMS CONCRETE SHEAR WALLS COlut+15 POST-1ESIO ED SLAB 4 BEAMS SUPPORTING 5LAEG 28 DAY 5TR17N511 (f 'c) 3,000 PSI 3,000 PSI 5,000 P5I 4,000 P5I 5,000 PSI" (3,000 P51 AT 3 DAYS) F. ALL OTHER CONCRETE 4,000 P51 6. PRECAST 4,000 PSI NON -PRESTRESSED METAS H. AU6&CA5T PIL1PN5 (H161-51REN61H 6ROUT) 4,000 PSI MAXIMUM MINIMUM CEMENTITIOUS MATERIAL SLU!f' CONTENT PER CUBIC YARD 5' 5 1/2 SACKS 5' 5' 5' (SEE SHRINKAGE GRIIERIA - 5' MINIMUM) 5 1/2 SACKS 6 1/2 SACKS PERFORMANCE MIX REQUIRED PERFORMANCE MIX REQUIRED 5' 6 1/2 SACKS MIX DESI6N PER PRECAST PLANT STANDARDS A5 APPROVED AND COMPATIBILE WITH ARCHITECTURAL FINISH STANDARDS 10 SACKS • MIXES SHALL BE PROPORTION 50 AS NOT TO EXCEED THE MAXIMUM SLUMPS INDICATED. " SHRIPKASE CRITERIA: MIX SHALL BE PROPORTIONED SUCH THAT THE POST -TENSIONED SLAB DRYIN& 5HRIKKA6E SHALL NOT EXCEED 0.042% AT 28 DAYS (LABORATORY CONDITIONS.). SUBMIT STRENGTH AND SHRIPKA6E TEST DATA AND MIX DESI6N TO THE STRUCTURAL ENGINEER FOR REVIEW A MINIMUM OF TKO MAKS PRIOR TO PLACING ANY CONCRETE. TFE MINIKTM GEENTIT10U5 MATERIAL CONTENT MAY BE CHANGED IF A CONGf¢` E PERFORMANCE MIX 15 SUBMITTED TO TIE 845REER ARD BUILDING OFFICIAL FOR APPROVAL TWO PEEKS PRIOR TO PL.A0IN5 ANY CONCRETE. 7IE PERFORM/44X HIX SHALL INCLUDE THE AMOUNTS OF GEMENT, GEHENTI TOUS MATERIAL, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES, A5 DELL A5 THE WATER -GEMENT RATIO, SLUFF, CONCRETE YIELD AID SUB5TANTIATIN5 STRENGTH DATA IN ACCORDANCE KITH AGI 3I8-02, CHAPTER 5. REVIEW OF HIX SUBMITTALS BY THE ENGINER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED COWRIE, 6E3ERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FILL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL EXTERIOR CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAIN WITH AN AIR-CONITENT COPFOR 4!15 TO ISG TABLE 1104.2.1. 11 1REIWORGIN6 5TE1 SHALL CONFORM TO A5114 A615, 6RADE 60, fy = 60,000 P51. 6RADE 60 REINFORCING BARS MUCH ARE TO BE 1'ELVED SHALL COW -ORM TO ASTM A106. REINFORCEMENT COM!'L.YIN6 EDITH ASTH A615(51) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS IM)!CATIN6 C0FORNIMIGE WITH PELDI146 PROCEDURES SPEGIFIED 114 A.W.S. D1.4-18 ARE SUBMITTED. LONGITUDINAL REIPFORGEMENT IN ALL COLUMNS, DUCTILE PRATE Mme, AND IN NALL BOUNDARY MISERS SHALL COWLY EDITH 45114 A106. A5714 A615 6RADE 60 RE I WORGBE NT ARE ALUM) IN THESE TERM IF: (A) THE AG1UAL YIELD 5TRI316TH BASED ON MILL TESTS DOES NOT EXCEED TIE SPECIFIED YIELD 5TRIEN6TH BY MORE THAN 18,000 P51 (RETESTS SHALL PBT IMBED THIS VALUE BY MORE THAN AN ADDITIONAL 3,000 P51), APV (B) 111E RATIO OF THE ACTUAL ULTIMATE TENSILE SIRES TO THE ACTUAL 13451LE YIB D STR846TH 15 NOT LESS THAN 1.25. CERTIFIED MILL TEST REPORTS FOR EACH SHIFIENT OF REIPLF0RGIN6 SHALL BE SUBMITTED FOR 12EVIE3+1. MELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. SPIRAL WIWORCFJENT SHALL BE PLAIN WIIT C0kFORMIN6 TO A5T11 Ab15, GRADE 60, fy = 60;000 P5I . 20. 1 IPFGRCIN6 STEEL SHALL BE DETAILS) (I10.9DIN6 was At FEVs) IN ACCO PANGS WITH AGI 315-11 AID 318-02. LAP XL CONTINUOUS RFI IN kCORPANGE WITH 'RIPFORCDENr SPLICE kV DEVELOP1e r LM' SGHEDLLE.' PROVIDE COIF BA% AT kJ_ MI » FOOTING INA EC:T10.'t . LAP ADJP ENT MATS OF MELDED MIRE FABRIC A MINIM OF 8' AT SIDES AV9 EDS. NO BAR=T PARTE ALLY MEWED IN RARDEED CONCJRETE SHALL BE FIND BENT IRtESS 071I ri15E NOTED ON 111E DRA1iINSS OR AF RD EP BY TIE S1R UGTURAL 845114M. 21. CONCH E PROTEGT!011 (COVER) FOR REIPFO!FG145 STEEL SHALL BE :5 FOLLOWS: FOOTIN6S ASD OTHER 1N 0R?ED WAGES CAST A6AIPST AV PERMANE4TLY E FOSS) TO EARTH 3' FOR'EP SURFACES E)PON TO EARTH (i.e. NAILS BE3GP 6R40D) OR HEATHER (*6 BARS OR LA , :,) . . 2' (t5 BA6 OR 1f,ALLEO 1 1 /2' CG.1.M' TIE OR SIRKS A'4) SEAM STII�''PS 1 1/2' 9 AVD MIS ( INTERIOR EXE) &WATER OF (BAR DIATIER PL.1)5 1/8') or . . 3/4' 22. CAST -IN -PLAT GONGRETE: SEE A�Ci411EGTI,'RAL. DRMINS'S FOR EMT L_OGATIO% AVD 9I1345ICM OF DOOR AVD MIND011 areims IN NI C01 TE WALLS. SEE YU.P.MiCk. ATIDE-5 FOR SIZE AV LOCATION OF M;SGE3_L»E0U51ECHANICAL GP✓l: Tr rv.U9. L VETE i.5. S E ARCANE -VOL WNW. . FCR ALL. 6»E5, NOTCFE5, COWERS, FEATURE STRIPS, CO.AF. T EA T t;CE, ALO 0rt•e2 FJNI51 DETAILS AT kt. EXPOSED cavcFTE WAGES. _ B,V1146 aLTI i 94Z1. EE 'C01 SIVE LIOMIP LPL' ' CIO X, 1%. OR EOJIYALDIT, A'V) 9-A.L M ME) P4- W ii COMTE 15 PLACED MAINS'. PREVIOUSLY PLACED GR EXI5TIN6 OGNCZTE. PLACE IN STRICT Ka MANCE wolf YAFAGT�REt'S INSTRIGTIOPS, IPiGE.I )1 i6 PO°ARRATION OF EX STIPi6 SL,$ACE5. 2s. PAN-9'RIW gar E FL !9 ? BY AN A°PRO/0 YANFACTIJERA1c7 9W.L ' BE M1l13371 MD PLACED IN STRICT AGGORs'?A►'11.- KIT" TrE YAV/`AG'.'I,CER'S 1P51RJC.TICA5. 69DT STREk6TH SI'. LL BE AT LEAST E0I1t TO THE MEQIN. 04 *1O iTISaANft.=F51MtiI }. 25. F :CO ICAAL 5PLIClti6 OF WI FO!<IN5 BAG ?ME !WIC:VD ON IPE ORAIt1Pi65, SHALL BE BY AV ICC -E5 API'i20VID SYSTEM 5!!04 AS 1.570.41. FGX-KKETT, ETC.) Ae 94.0 41 CMG" 1258 OF IlE 5 ECIFIID YiE9.D STRENSTH OF THE BASS. SPLICE IMATIQ% O PLIBNATE 51615St' .L BE OFFSET BY A DISTANCE MICH WFOR@5 TO TiE ICC -E5 fEPORT OF THE5PLICE USED RO ;0 AGI W-02 TION 21.2.6. MASONRY: 26. CONCRETE MASONRY UNIT NALL5 SHALL BE CONSTRUCTED OF TEDIUM OR NORMAL ?EIGHT MASONRY UNITS, GOPFORMIN6 TO A5114 C10, LAID INA RUNNING BOND 111TH A M1NINJM NET AREA GOWRESSIVE STRENGTH OF 1400 PSI. MORTAR SWILL BE TYPE 'S' PER IBC TABLE 2103.7 (1) OR (2) . 6ROUT SHALL GOPFORH TO IBC SECTION 2103.10 REQU1 RSENTS MID ATTAIN A MINI M1M COMFRE55IVE 5IREN6TH OF 3,000 P51 AT 28 DAYS, DESIGN F'm = 2500 P5I AT 28 DAYS. 511436711 SHALL BE VERIFIED BY PRISM TESTIN6 OR SHALL BE VERIFIED BY WE UNIT 571435TH METHOD 114 kXORDANGE KITH IBC SECTION 2105 AND IBC TABLE 1108.1.4 - LEVEL 1 OUALITY ASSURANCE. UNLESS OTHERW 15E NOTED, PROVIDE THE FOLLOI I I N6 RE I PFORCEENT: 8' NALLS *5 ® 48'oc. VERT. (2)#5 48'oc. PORIZ. 12' WALLS $5 @ 32'oc. VERT. (2)115 0 40'oc. HORIZ. IN ADDITION, PRO(IDE (I) #5 VERT. AT FREE ENDS OF MALLS, AND (2) *5 HORIZONTAL AT ELEVATED FLOOR AND ROOF LEVELS AND AT TOPS OF WALLS. REINFORCE NALL CORNERS AND INTERSECTIONS PER 8/54.1 . REINFORCE WALL OPENINGS PER 4/54.1 U.O.N. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BE**. SEE 5/54.1 FOR REINFORCING DEVELOPMENT AND LAP SPLICE SCHEDULE. FILL ALL CELLS CONTAINING REIWORGEFENT OR MEDVED ITEMS AND ALL CULLS BELON 6RADE WITH 6ROUT. PROVIDE CLEANOUT HOLES AT BOTTOM OF ALL CELLS CONTAINING REIPFORCEPENT FOR POURS 6RFJATER THAN 5 FEET IN HEI6HT (H AXIFUM 5PACTNb OF CLEANOUTS SHALL BE 32'oc FOR SOLIDLY GROUTED WALLS). MAXIMUM FEI6HT OF 6ROUT POURS SHALL BE IN ACCORDANCE WITH A01 530.1-02 TABLE 1. MAXIMJM FE16HT OF 6ROUT LIFTS 15 5 FEET. 21. HOLLOW CLAY BRICK WOO' UNITS SHALL BE GONSTRUGTEP OF 6RADE '511', TYPE 'IBX' UNITS, 6OIfO0I1N5 TO ASTM 0652, LAID 114 A RUNNING BOND WITH A MINIMUM PET AREA CONPRES6IVE STRENGTH OF 3350 P51. MORTAR SHALL BE TYPE '5' PER 160 TABLE 2103.1 (1) OR (2) . 6ROUT SHALL CONFORM TO 180 SECTION 2103.10 REQUIREMENTS AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS, DESI6N F'm = 1500 PSI AT 28 DAYS. STRENGTH SHALL BE VERIFIED BY PRISM TESTING OR SHALL BE VERIFIED BY THE UNIT STREWN !CHOP IN ACCORDANCE 1111H IBC SECTION 2105 AND 1E6 TABLE 1108.1.4 - LEVE. 1 QUALITY ASSURANCE. UNLESS OTHERWISE NOTED, PROVIDE THE FOLLOWING REIPFORGBMENT: 8' WALLS *5 0 48'oc. PERT. (2)115 o 48'oc. HORIZ. IN ADDITION, PROVIDE (1)115 VERT. AT FREE ENDS OF WALLS, AND (2)115 HORIZONTAL AT ELEVATED FL00R AND ROOF LEVELS AND AT TOPS OF MALLS. REIPFORGE HALL GORES AND INTERSECTIONS PER 8/54.1 . RE:1t10RCE WALL OPENINGS PER 1/54.1 U.O.N. ALL HORIZONTAL REIPFORGEENT SHALL BE PLACED IN BOND BEAMS. SEE 5/54.1 FOR REIPFORGIN6 DEVELOPMENT AND LAP SPLICE SCIEVUIE. FILL ALL CB.LS CONTAINING liEIPFORGE1fNT OR EMBEDDED ITEMS AND ALL CELLS DE LON 6RADE 1'1ITH GROUT. PROVIDE CLEANOUT HOLES AT BOTTOM OF ALL G1.L5 CONTAINING REIPF0R6E EPtT FOR POURS WATER THAN 5 FEET IN FEI6HT (MAXIMUM SPACING OF GL.EANOUTS SHALL BE 32'oc FOR SOLIDLY 6R0UTED MALLS) . MAXIMUM I E16HT OF 6ROUT MRS SHALL BE IN ACCORDANCE WITH AGI 530.1-02 TABLE 1. MAXIMUM HEI6HT OF 6ROUT LIFT5 15 5 FEET. 28. MASONRY AND CONCRETE AMER SHALL BE ANCHORED TO MASONRY OR METE BA0KIN6 WALLS PER 186 SECTION 1405.5 WITH N0. 9 6A6E (0.148' DIAIETER) 111E WALL TIES. TIES SHALL BE SPAGI3) 50 A5 TO SUPPORT NOT MORE: THAN TWO SQUARE FEET OF WALL AREA AID SHALL BE SPACED NOT MORE THAN 24'oc. HORIZONTALLY. TIES SHALL HAVE A LIP OR HOOK ON TIE EXTENDED 116 THAT WILL IMAGE OR ENCLOSE A N0. 9 GAGE REIWORCEIENT WILE. JOINT REINFORCE ENT SHALL. BE CONTIlM10U5 M11TH BUTT SPLICES BETMEE N TIES PERMITTED. STEEL: 21. STRUCTURAL 51111 DESI6N. FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF TIE A.1.5.0. SPEGIFICAT1CI' AND CODE: 1. SPECIFICATION FOR STRUCTURAL STEN. BUILDINGS -ALLOWABLE STRESS ALD PLASTIC DESI6N, OR LOAD AD RESISTANCE FACTOR VE516N SPECIFICATION FOR 57Ed1GTURAL STEEL BUILDIN55. 2. CODE OF STANDARD PRAGTIGE FOR STEEL M I LIA NGS AND BR I MES, ADOPTED MARCH 1, 2000, MENDED BY TIF minim OF THE FOLLOWING PIPASE 114 PAR/WART 4.4.1 (b) : 'CONFIRMATION THAT THE: 0M ER'S REFREENTATIVE FOR DESIGN HAS RE:YIBE1) AND APPROVED THE GOMEGTION DETAILS SHOWY ON THE SHOP A? ERECTION DRAWINGS.' IN REFEREME TO SECTION 3.1.6, FABRICATOR SHALL REVIEW PRO.EGT SPEGIFIGATIM ND ARGHIIIEGTURAL PRA/1115S TO DE -MK PAINTING REGUIff5. M3./3BT5 MEWED IN CONCRETE OR TO RECEIVE SPRAY -ON FIREPROOFING SHALL NOT BE PAINTED. IN EDGE TO SECTION 3.3, FABRICATOR SHALL FOLLOMI PRO,EGT SPEGIFICATIOPS TO VERIFY E16IPEBR'S INTENT IN 1W EVENT OF DISCREPANCIES BETME N DRAWIN65 AVD SPECIFICATIONS. 3. SPFCIFICAT1C?4 FOR STRZThRA. JOINTS U5116 A5114 A325 CR A410 BOLTS. CCNTRP TOR SHL .L ALSO COPFLY WITH OSHA PECULATION 21 GFR PART 1926 512PART R - 511$ ERECTION, PUBLISHED JAWARY 18, 2001. HI5CELL A'faJ5 PLATES FOR WING CABLE ATTACIIfNTS, TEWtRARY .HOIST BRACING, ETC. SHALL BE ADD) AS REQUIRED. GOMRAGTOR 9.=.*1 EVALUATE CCUM45 APV PROVIDE A'>EOJA1E BASE PLATE 511115, WYS, OR TEP'PORAR ( BRAGIING AS REOJIREP PER 5EGT10N 1126.755. 30. STRUCTURAL STEN. SHALL WORN TO TIE FOLLOWING REQUIREMENTS: TYPE OF PEIBER A. WIDE FLANGE AND PIT SHAPES B. PLATES, ANGLES, CAMELS AND ROD5 G. SPECIAL SHAPES (NOTED 6RADE 36 ON DRAWINGS) D. PLATES (NOTED 6RADE 50 014 I RA/11N65) E. PIPE MEMBERS F. STRUCTURAL. TUBING (H55 - SQUARE OR R CITAN6ULAR) 6. ANCHOR BOLTS OR ANCHOR RODS H. GOP EGTION BOLTS (3/4' ROUND, UNLESS OTiERh115E NOTED) I. THREADED RODS FOR EPDXY 6ROUTED COP4NECTION5 A5714 SPECIFICATION A942 A36 A36 A512 A53 (TYPE E OR 5, GRADE B) A500 (GRADE B) F1554 (6RADE A) A325 -N A307 (6RADE A) fy 50 K5I 36 K5I 36 K5I 50 KSI 35 K51 46 K5I 36 K51 31. ARGHITEGTURALLY WOOD STRUGTi1RAL STEM. SHALL CONFORM TO SEGTION 10 OF TIE A.1.5.6. CODE OF STANDARD PRAGT10E FOR STEL BUILDING AND BRID6ES, ADOPTED MARCH 1, 2000. ANY STEEL THAT I5 TO BE F..XPOSED TO VIEIE UPON COW'LETION OF 1}E PROJECT SHALL BE CONSIDERED ARCHIIEGTURALLY EXPOSED. SEE SPECIFICATIONS FOR SPECIFIC FABRICATION AND ERECTION REQJ1REPENTS FOR ARGHITEGIURALLY EXPOSED STRUCTURAL STEB.. 32. BOLTS IN G01I ECTI0N5 NOT SPECIFIED A5 SLIP -CRITICAL PEED ONLY BE TIGHTENED TO IPE 5M16 TI6HT CONDITION. THE 514)6 TI6HT CONDITION 15 DEFIED A5 IEE TI6HTPrSS THAT EXISTS rwt4 ALL PLIES 114 A JOINT ARE IN FIRM GONTAGT. IF A SLOTTED HOLE OCCURS 114 AN OUTER PLY, A FLAT HARDENED HASHER OR GOWN PLATE NASFER SHALL BE INSTALLED OVER 7HE SLOT. 33. HOLE SIZES IN 51E8. MEMBERS FOR COMEGTIONS TO CONCRETE OR MASONRY SHALL BE AS FOLLOWS UPLE56 SPEGIFIEP 0711341I5E ON THE DRAWINGS: ANCHOR TYPE GUST-IN-PLAGE ANCHOR BOLTS EXPANSION BOLTS WOW 6ROUTED BOLTS MAXIMUM HOLE DIA. OVER NOMINAL BOLT DIA. OTHER THAN COL. BIDE PLATES COL. BASE PLATES 1/16' ' NOT TO EXCEED TABLE 14-2 OF AI96 325-01 1/16' ' 5/16' 1/8' ' 5/16' ' USE OF LARGER HOLES WOULD REWIRE THE: USE OF MELDED PLATE NOUS AND PW.D REQUIRE PRIOR APPROVAL BY 7TE STRUCTURED_ MINER. HARDENED OR COMFION PLATE PLASTERS ARE REWIRED BFL011 AU. MUT5 WERE OVERSIZED HOLES ARE USED. 34. ALL HIDING SHALL. BE IN COPFORMANGE WITH A.1.5.6. AND A.W.S. STANDARDS AND SHALL BE PERFORI, BY N. A. B.O. CERTIFIED RIDERS USING EIOXX ELECTRODES. ONLY PRE(JALIFI E D TELDS (A5 PEPPED BY A.W.S.) SHALL BE USED. PEiDIN& OF 6RADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED U51146 LON MYDR06E1 ELEGTRODES. MELDING WITHIN 4' OF COLD BE1V5 IN REINFORCING STEM 15 NOT PERMITTED. SEE REINFORGBfNT NOTE FOR MATERIAL RE GUIREENTS OF RUED BARS. 35. METAL FLOOR 4119 ROOF DECKING: PROVIDE SIZE, TYPE, 6A6E, AND ATTACI*ENT TO THE SUPPORTING STRUCTURE A5 511014E ON 11E DRA1111465. ALTERNATES MUST BE COM6GTED ACCORDING TO PUBLISIED ICG -ES CRITERIA FOR DIAPH1NA6M SHEAR5 5P004. PROVIDE SHORING PERE (REQUIRED PER MANJFAGTUFEIYS FUBLISHEP CRITERIA. AIL DECKING SHALL G0PF0RH TO TIE REQUIRBEPNTS OF IPE 57E. DECK INSTITUTE. SUBMIT DECK INFORMATION TO ARCHIIEGT AID EN611E3332 PRIOR TO BE6E1.IIN6 SHOP DRAWINGS. 36. HEADS STUDS FOR COMPOSITE GO{tEGTION OF STRUCTURAL STILL TO CAST -IN-PLACE CONCRETE Off) WADED 511195 (CFL'S) FOR GOI1EGTION OF STRUCTURAL. 51131 TO OTHER UE ENT5 SHALL BE MANIFAGIURED FROM MA1 IAL CONFORMING TO 45114 A108 AND SHALL BE MELDED IN COPFCR ANGE WITH A.N.S. REQUER TITS. THREADED STUDS SHALL BE TYPE at 'WADED 51095 BY TRW A560..IES APD FASTEN3RS GROUP, OR EQUIVALENT. 31. DEPORTED BAR MGM, (D2L.'5) SHALL BE TYPE 1)21 ANCHORS BY IL-15 t4 STUD RB..DIN& DIVISION, 7R11 ASST LIES AND FASTEPE3R55 6ROUP, OR EAJIVALENT. mom SHALL BE MADE FROM COLD ROLLED, VERORI`U) STIP.. C0PF0RMIN6 TO A5114 A-496. UN.E56 OTHER1tI5E NO0ED, A106 GRAVE 60 REIW0:0146 BARS OF AN EQUAL DIAMETER AND L.EN6T11 OF TIE SPECIFIED D2L's MAY BE USED PROVIDED THEY ARE MIXED TO 111E SUPPRFINS STEEi. IN ACCORDANT WITH TIE TABLE BECK BAR SIZE *4 *5 *6 ALL-AROUND FILLET MID SIZE 1/4' 5/16' 3/8' ' -REVIEWED FOR ._ CODECOMP!IN CE atoaonu:;D HAY i 1 ?'u76 38. COLD-FSTEEL FRAMING TIMERS SHALL BE OF TEE SHAPE, SIZE, AID 6A6E 510P11 ON THE D.QANINGS. NOTATE 1}E DRAi11NS, RELATING TO TEMIBER TYPES RV 51E5 CR HISGELL.APE,O45 FRAMING IIHEi, REFER TO CATALOG MEM 111 JFAGTURED BY 9GAFC° CORPORATION, SPOKNE, WA. PRODUCTS BY OTTER TEYBER5 OF TEE 'ST®.. 5TUD KA FAC U R'S A56aGIATION' MAY BE 5U95TI1UTI:D FOR FRAMING 51014, FRO/ICED THEY ARE EQUIVALENT 114 SHAPE, SIZE, STIFFIE56, AID STR846TH1, AND GOPFOf44 TO IGC -E5 WORT N0. 4143_ ALTERNATE ERRA?IIN6 SHALL BE 51ILEGT TO REYII31 BY 1IE ARCHITECT AND STRUGRJRM_ ENGINEER PRIOR TO FABRICATION. 411 COLD-FGR'FD STEEL FRAMING SHALL AIM CONFORM TO TIE A.1.5.1. 'SPECIFICATION FOR THE DESI6N OF GOLD -FORTED STEL 51RUGTUR.AE. .' SLE <MTL-021> FOR FETAL FRAMING NOTES. IN 0, cpEY Of Tukwila n*� ',I MTM 31. COLD -HOED 51EEL J01575 ASD RIM TRIO 51(411 BE OF 111E SHAPE, SIZE, A9 646E SION ON THE ORANIMSS. NOTATIONS ON THE GRAM1NG5, RELATING TO STS. JOIST AND RIM TRACK TYPES APD SIZES, w -u< TO CATALOG HAM OF TIE DIETRICH TRADEREADY STEEL JOIST 5Y5T@1 Rites MAW7WED BY DIETRICH Int FRAMIPIS, PITES6I,'R6, PA. ALTERNATE FRAMING SHALL BE 9U3JEGT TO REVIE6t BY TH€ weirs!' my STRJGIURAL 94611fEe PRIOR TO FABRICATION. ALL GOLD-FO!RM'ED STEM FRAMING SHALL L ALSO Car -C 4 TO TIE A. I.5. L 'SPECIFICATION FOR Elf DESI6N OF 51131 STRUG1URAL TOMS.' Dw-o/2_, cnvOFTUNWRA EAR OB 2ff PERI Ir CAttuai 1 REVISION DATE: PLOT DATE 3 62006 •0' 03.06.06 S1.2 E.C. 0 - t‘ 4 :4411% 1 2 lOtim. EXPIRE% 7/25/07 1 COUGHLIN PORTER LUNDEEN 413 PINE MEET • SUITE 300 SEATTLE, WA 911101 P: 2061343.0460 P: 2061343.5691 A COt4St&11NG STRUC1' JIML AND CML ENGINESING CORPORA1TON FSI ARCHITECTS A DIVISION OF FISHER & SONS, INC. Phone: 360.757.4094 625 Fisher Lane, Burlington, WA 98233 New Project For: Westfield Southcenter Parking Structures 633 Southcenter Mall Tukwila, Washington General Structural Notes PLOT DATE 3 62006 JOB #: S05-1622-01 SHEET S1.2 1.le Mw1 M -.asp. 1 x' -x' 1 m i - GB -3 1 1 62'-0' 4'-6' i • 5 row 1 -0.-v I I;I I IFI iAtirs r _1;L IPI II 1:11 I 62'-O' 1/53.4 GB -1 214'-0' 26'-0' V N •17.7 --7- I Z ivi 1 IRE CURB- - -� OCCURS PER ARCH 8/535 8/53.4 1 1 1 1 V I 12/53.4� I 17/53.4 V 18/4 V 181552 V cEE th F=10.0k/Ft.- d 1 tv-o• 1 -0'-1i' Q SEE PLA` NOTE 3 A 12153.1 11 11_613-11(OPP,) SEE PLAN NOTE 2, TYR. -- 1: 4/535 13/53.4 62'-0' , 44'-0' Ic1'-0' i_ IQ' -0' GB-1(OPP) V I'-0' 5Y4-4 r A‹ 1! 1 I I 1�1 L 1 :° JL_ _I1 ,.--� TVP. 41-0' 1 - -TfJ- r 1 - • i I 5/532 X- 4 -0 t 11/53.4 i I4 R 1 11535 <I 10/535 1 11153.5 60-1 .6� 511-1 1 '1 > 1t p 5' P.T. 51.A8 RAMP 1 -0.--ve 1• 11 11 1.I 11 11 o' -o•1 SLAB -ON -GRADE PER PLAN NOTE 1 REFERENCE EL. 26'-O' = 0'-0' r Nth' II II 8/53: GRADE BEAM PER 11/533 FOR BRIDGE BENT - MAK /LATERAL LOAD: ' VE:50k SEE PLAN NOTE 3 <15/532 1 1 12/53.1 A r 19/53.12 I1 II JL 81534 18/53.4 41 0'-0• l 15/53.3 TVP. 11/53.3 TYP. 0 SHEAR - WALLS A- 10/53.2 10/532 (8) LOCATIONS : ! 1 1 15/533 I 1 1 H J .L l 6B-2 68-1(OPP) J ,- . - TYP J L - - - f3 5/532 TYP. 3/53.4 i> 5/53.2 TVP. 6/533 I b/535 1 MERE CURB 1 OCCURS PER i3 ARCH_ A 8/x3.4 13 A 121534 11/53.4 b1533 OPP. 1 1 r IF N " 68-3 6/53.3 ' SPI -1 IT -O - � - - IT -0' 4 0 !0/533 0 0- m 10633 _\ n -\ n 0 O n 8633 TVP. ! ENDS OF WAR WALLS PLAN NOTES:( I. SLAB ELEVATION VARIES PER PLAN AND ARCHITECTURAL PLAN. ( SLAB -ON -GRADE SHALL BE 4' THICK WITH 4x4 112.c1042.1 NV AT CENTER, UA.N. PROVIDE FREE -DRAINING GRANULAR FILL PER L.....GEOTECHNICAL REPORT. SEE ARCHITECTURAL DRAWINGS ...) SLAB DEPRESSION AND SLOPE REQUIREMENTS. J� 2. PILES SHALL BE CONSTRUCTED IN ACCORDANCE WITN.20/53.2 . 3. ALL STAIRS AND LANDINGS NOT SPECIFICALLY SHOVIR ON THE STRUCTURAL DRAWINGS ARE DESIGN BUILD COMPONENTS. ALL DESIGN BUILD STEEL COMPONENTS SHALL BE DESIGNED, DETAILED, AND SUPPLIED BY THE STEEL FABRICATOR - SEE GENERAL STRUCTURAL NOTE II. SUPPLY AND INSTALL COMPLETE STAIR SYSTEMS INCLUDING TREADS, RISERS, AND INTERMEDIATE LANDINGS. ANY NON STEEL COMPONENTS INCLUDING FOOTINGS SHALL BE DESIGNED PER GYRAL STRIlC1URAL NOTE II AND SHALL BE SUPPLIED AND INSTALLED BY SUPPLIERS AND SUBCONTRACTORS A5 DIRECTED BY THE GENERAL CONTRACTOR LEGEND: TOP OF SLAB ELEVATION x' -x' ) TOP OF PILE CAP ELEVATION 6B -x GRADE BEAM PER SCHEDULE OF 15/53.4 TILT STEP IN TOP OF SLAB CMU WALL THIS LEVEL Cx COLUMN MARK PER SCHEDULE OF 11/538 SEISMIC FORGE RESISTING SYSTEM LEGEND (SEE GENERAL STRUCTURAL NOTE 13) SHEAR WALL PER ELEVATION OF SHEETS 53.6 4 53.1 SLAB -ON -GRAVE: SLAB, SLAB REIAFINS, AND DOWELS FROM SHEARWALLS TRANSMIT SEISMIC FORGES TO ALL PILES. EVIEWED fOR N CODE COMPLIANCE bonont,CD ro 1 1 'trnA Lin i " • - • • [NOTE: FOfNDATIaW P&Q1VT SUBMITTAL INCLUDES PILES, Pll.E CAPS, GRADE BEAMS, AND SLAB -ON -GRADE SCALE: !4 :1'-O' • 1 r V 2 i 0 N 4 ti 0 2 0 Phone: 360.757-4094 625 Fisher Lane, Burlington, WA 98233 New Project For: Westfield Southcenter Parking Structures 633 Southcenter Mall Tukwila, Washington , REVISION DATE '0' 03.06.06 •� ANAL EXPIR.S 7/25/07 I COUGHUN PORTER LUNDEEN 413 FINE STREET • SUITE 300 SEATTLE, WA 9SI0I R 20E/343.04EG r 204343.5691 A CONSULTING STRUCTURAL AND CML ENGINEERING COMORATTON V 2 i 0 N 4 ti 0 2 0 Phone: 360.757-4094 625 Fisher Lane, Burlington, WA 98233 New Project For: Westfield Southcenter Parking Structures 633 Southcenter Mall Tukwila, Washington Parking Structure A Main Floor PLOT DATE:4112006 JOB #: SOS -1622-01 SHEET S2.OA Its 13 Apr 3005 - I206pn. l'J �J 14/57.1 0 62'-0' i 514-5 62'-O' 274'-0" 26'-0" B-26 8-27 B-281 rG ,a1) 8-7 0-8 B -a r V • 10/57.1 11 11 5-7 JL B-8 JL--B-q --�'r---I 1- 11 11 ml t 4-1:1 111 -II toll SII B-4 1 I 5-5 1 I 0-6 B-4 B-4 18/53.8 1 B-4 B-4 10/53.11 B5 B 1:1 JL -V- b2`-0` <120/53 B2 .) B-8 (OPP) 44'-0' 514-4 F=5.Ok/ft. (ADM) 5-8 (OPP) B-4 (OPP.) B-4 (OPP,) 1 ' 9/53.12 v F=1O.Ok/ft. B-4 (OPP) Cr In F=►O.Ok/ft. , B-5 (OPP,) 8-5 (OPP,) -I CONSTRUCTION JOINT B-4 - frb- r4 C. B- 5 - (NI ,t► 5-4 4-4 - B-4 en C. N _ cdi 8-26 13/51.1 B-7 (OPP) • 18'-0" i • - F=I50k/ft. rat- a I!1 JAL+ 1 I- 1:1 ml l -a Q 11�! I 1/53.14N I fi «-• i� B-7 (OPP) : L B-4 (OPP 5-4 (OPP.) $ v Iq/53.12 - II 1 SII +<j� II d ! II J! 8-4 (OPP.) SEPT O'S--- 9R 56314 B-4 (OPP) B-4 (OPP) -0 B-4 0-4 ! r B-4 8-4 8-7 0-4 (OPP,) B-4 (OPP,) B- B-4 (OPP.) 8-5 14/53-12 B-_ -46 C. ifs 4 r B-4 5-4 (N) » 0-4 (OPP) 9/531 1520 TYP. '.)ON TVP. GRID 4 FROM GRID D TO GRID J B- 5-4 --- - ---» 4- corsTMnok -I ._. JOINT 1 1 0 1 1 411 10153.12 r a: «-- . ,N 5-5 (OPP.) 1 1 B-8 i I J L Y L 11 it 11 it 1 I 8-26 13.51.11> B-27 B-6 15/53.11 8-4 (OPP) 441 B-4 (OPP) 1 1 /T 1/53.14 1 I �- n F=10.Ok/ft. m# 1 II1 111 iii « -» m11 I I 0-8 (OPP,) I I 1 t 0-8 (OPP,) B-7 (OPP.)fl f. it 11 • «•--: <1563.11 fi tiE 8-7 (OPP,) • •\ ? N • p n • `i t( ± -\ 4 0 181538 • -• 0 -\ 0 • -!C-:X=. PEE -553.:?. -..?. IgE S AVS:54I 6 10/511 • 8-28 -n---- t,-! (-4-0 B--271(OPP) 20/53.11 F=5.0k/ft. - (MODE,) v << 8-26 (OPP ir - • 6 14157.1 m a 0 n 0 • -• • o oI -' • PLAN NOTES: I. T.O. SLAB ELEVATION, SLAB THICKNESS, AND REINFORCING SHALL BE AS NOTED ON PLAN. VERIFY DIMENSIONS, SLOPES, AND ELEVATIONS Y I ARCHITECTURAL DRAWINGS. 2. SLAB 15 DESIGNED FOR 2 -HOUR FIRE SEPARATION. PROVIDE 1' MIP& CLEAR DOVER TO MILD REINFORCING. PROVIDE 14" MIN. CLEAR DOVER TO POST - TENSIONING REINFORCING AT EXTERIOR SPANS AND I" MIN. CLEAR COVER AT INTERIOR SPANS. 3. SEE 13/53.13 FOR THE POST -TENSIONING GENERAL NOTES. 4. SEE 53.13 AND 53.14 FOR TYPICAL POST -TENSIONING DETAILS, INCLUDING ADDITIONAL REQUIRED REINFORCING. 5. TENDON LOCATIONS SHALL BE MARKED ACCORDING TO DETAIL 14/°553.13 . 6. PROVIDE (4)114 @ 8'oo T4B CONT. (SEE 20/53.13 FOR PLACEMENT) ALONG PERIMETER OF SLAB MERE NOTED ON PLAN. BARS ARE IN ADDITION TO (2)14 EDGE BARS S tOYW IN 20/53.13 AND ON PLAN. 7. ALL STAIRS AND LANDINGS NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS ARE DESIGN BUILD COMPONENTS. ALL DESIGN BUILD STEEL COWONENTS SHALL BE DESIGNED, DETAILED, AND SUPPLIED BY TI( STEEL FABRICATOR - SEE GENERAL STRUCTURAL NOTE 12. SUPPLY AND INSTALL COMPLETE STAIR SYSTEMS INCLUDING TREADS, RISERS, AND INTERMEDIATE LANDINGS. ANY NON -STEEL COMPONENTS INCLUDING FOOTINGS SHALL BE DESIGNED PER GENERAL STRUG1Ui2AL NOTE 12 AND SHALL BE SUPPLIED AND INSTALLED BY SUPPLIERS AND SUBCONTRACTORS AS DIRECTED BY THE GENERAL CONTRACTOR 8. MECHANICAL PIPING, ELECTRICAL FIXTURES, AND OT1iER HEAVY LOADS F#JNG FROM P.T. SLAB SHALL BE SUPPORTED WITH UNISTRUT CONCRETE INSERTS, OR EQUAL. q. MECHANICAL PIPING AND ELECTRICAL CONDUIT SHALL PENETRATE THE P.T. SLAB AT ONLY PREDETERMINED SLEEVE LOCATIONS. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATION AND SIZE OF SLAB PENETRATIONS. REFER TO SHEETS 53.13 AND 53.14. LEGEND: 0-x TOP OF SLAB ELEVATION BEAM PER SCHEDULE OF 20/53.10 STRESSING END OF P.T. STRAND TENDON HEIGHT TO CGS FROM BOTTOM OF SLAB ANCHOR END OF P.T. STRAND STEP IN TOP OF SLAB CL0SURElPOUR STRIP PER 8/53.14 © CLO. -URE POUR REINFORCING ® PER 81'53.14 BAR LEGEND: REVIEWED fOR 1 I CODECOMP! NCE\ &csopougo SAY 11 letti T TTY (8)5615 QUANTITY (10*ERE SPECIFIED) BAR SIZE - . 'T' TOP, 'M' MIDDLE, or 'B' BOTTOM - - ® SPACING or (EQ. SPACE IF NOT SPECIFIED) CitY OfTukw�4a al iTl ninlr RCirgo SEISMIG FORGE RESISTING SYSTEM LEGEND (SEE 6E ERAL STRUGTIRAL NOTE 13) SHEAR KALI. PER ELEVATION OF SHEETS 53.6 4 53.7 STRUT DRAW, STRUT OR C4 RD CO44'011ENT OF TIE SEISMIC FORCE RESISTING SYSTEM Poo72_ • RECEIVED CITY OFR00MI A ;IDR 0"; Pttva.I :,c.v±t f • Entire Sheet Submitted For Reference Only f REVISION DATE '0' 03.06.06 SO5-1622-01 SHEET cOti ti y -` VI 44irt ts4,811-4, ANAL EMPIRES 7/75/07 COUGHLIN PORTER LUNDEEN 413 PINE STREET • SUITE 300 SEATTLE, WA 98101 P! 206/343.0160 Fs 204443.5691 A CONSULTING STRUCTURAL AND CML ENGINEERING CORPORATION r_ FSI ARCHITECTS A DIVISION OF FISHER & SONS, INC. 625 Fisher Lane, Burlington, WA 98233 New Project For: Westfield Southcenter Parking Structures 633 Southcenter Mall Tukwila, Washington Parking Structure A Second Floor PLOT DATE 362006 JOB #: SO5-1622-01 SHEET L`J 15/51.1 !4/51.1 i 4/51.1 26 62'-0' 5-7 i 5YV-5 F=6.Ok/ft. (ADDL.) « 5-4 V 5/51.1 --s2v 15151.i 3/511 r 01I �a (-4 III I I `Y 62'-0' B-27 13-8 B-5 B -I I I 13-2 B-1 B-! B-1 18/53.8 B-1 « Er) « `u` r _» 0-1 B-1 B-1 B-1 0 1 -e:1- - L J -- -171- - -1---- 5-2 r;1-- - C -�.J B-2 214'-0' 26'-0" 62'-0" 7/51.1 < 20/53.11 (I3/5lI < B-27 (OPP) B-1(OPP) B-1 (OPP.) B-1(OPP) r1 B-3 -> F=10.0k/ft. -� B-1(OPP) B-! (OPP) aft CI 0- 13- B- B--1(OPP) CONSTRUCTION JOINT 0-2 1 1 I 14/53.12 0 - B-8 (OPP,) �,j• 1-5 (OPP) -1- M F=11.Ok/ft. _.!/. 13-2 (OPP) txs -1- 132 (OPP) ry B-1 trt ggi - B-1 VI .(i B-1 e1 ri B -2q F=6 Ork/ft. ri• , j (ADDL) rtfi 1:1 - JL ISI:kw °II a = 0 4)I 1:1 -L J B-7 (OPP) «-- 0-4 (OPP) 8-32 13-32 CI -f 0 IS' -0' s, Ci -Y • tl. f•1 -» 11/53.12 8-32 MOONS---- - PER 515314 B-1(OPP) ( 4312 5/53.1 (6 LOCATIONS) 0-1(OPP) -L F=17.Ok/ft. 0 • 15157.1 18153.8 - r B-1 0-1 -- �J --» B-1(OPP) 9/534 TYP. 6RID 4 FROM GRID D TOGRID J 0- C4 l 2,1 '1P.UO\ •---N. I B-1 1 14 C•4 .V77 -k- CR Fi4" 10/53J2 0-2 (OPP) 1► - I1 1I o1i �II <15/53.11 i11 �i1 all li I 1I 5-4 J L 0-5 it 1 Vm tel Ira 357.11> O B-7 -L .-- B-8 r 1H 0-27 B-28 F=11 Ok/Ft. 13-5 (OPP) ar - 0-8 (OPP) -fl- -----» --r,-- --L -�-- 0-1(OPP) 13-1(OPP) V --1-- Vic- . PER BETNc 5EAYs --» 1 B-4 (OPP) -.- -S 1 I - ---1 r ( L))1. 13-27 (OPE') ��/�/L 0-7 (OPP) • -- L- CGU CR -75 ' : 6 4 n 0 4 0 n -\ 0 0 N 0 o: 5/51.1 K1 t- N1 en g 2053.111> 20153.111> 15/51) V 11- « 0-26 (OPP) t\. 14151.1 41573 14/51) 0 0 N t • PLAN NOTES: I. T.O. SLAB ELEVATION, SLAB THICKNESS, AND REINFORCING SHALL BE AS NOTED ON PLAN. VERIFY DIMENSIONS, SLOPES, AND ELEVATIONS WI ARCHITECTURAL DRAWINGS. 2. SLAB 15 DESIGNED FOR 2 -HOUR FIRE SEPARATION. PROVIDE I' MIN. CLEAR COVER TO MILD REINFORCING. PROVIDE IV MIN. CLEAR COVER TO POST - TENSIONING REINFORCING AT EXTERIOR SPANS AND r MIN. CLEAR COVER AT INTERIOR SPANS. 3. SEE 13/53.13 FOR THE POST -TENSIONING GENERAL NOTES. 4. SEE 53.13 AND 53.14 FOR TYPICAL POST -TENSIONING DETAILS, INCLUDING ADDITIONAL REQUIRED REINFORCING. 5. TENDON LOCATIONS SHALL BE MARKED ACCORDING TO DETAIL 14/53.13 . 6. PROVIDE (4)*4 a 8'oc T4B CONT. (SEE 20/53.13 FOR PLACEMENT) ALONG PERIMETER OF SLAB WERE NOTED ON PLAN. BARS ARE IN ADDITION TO (2)*4 EDGE BARS SHOWN IN 20/S3.13 AND ON PLAN. 1. ALL STAIRS AND LANDINGS NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS ARE DESIGN BUILD COMPONENTS. ALL DESIGN BUILD STEEL COMPONENTS SHALL BE DESIGNED, DETAILED, AND SUPPLIED BY THE STEEL FABRICATOR - SEE GENERAL STRUCTURAL NOTE 12. SUPPLY AND INSTALL COMPLETE STAIR SYSTEMS INCLUDING TREADS, RISERS, AND INTERMEDIATE LANDINGS. ANY NON -STEEL COMPONENTS INCLUDING FOOTINGS SHALL BE DESIGNED PER GENERAL STRUCTURAL NOTE 12 AND SHALL BE SUPPLIED AND INSTALLED BY SUPPLIERS AND SUBCONTRACTORS AS DIRECTED BY THE GENERAL CONTRACTOR S. MECHANICAL PIPING, ELECTRICAL FIXTURES, AND OTIC NAVY LOADS MG FROM P.T. SLAB SHALL BE 51PPORTED WITH UNISTRUT CONCRETE INSERTS, OR EQUAL. '1. MEGHANIGAL PIPING AND ELECTRICAL CONDUIT SHALL PENETRATE THE P.T. SLAB AT ONLY PREDETERMINED SLEEVE LOCATIONS. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATION AND SIZE OF SLAB PENETRATIONS. REFER TO SHEETS 53.13 AND 53.4. LEGEND: TOP OF SLAB ELEVATION BEAM PER SCHEDULE OF 20153.10 STRESSING END OF P.T. STRAND TENDON HEIGHT TO CG5 FROM BOTTOM OF SLAB ANCHOR END OF P.T. STRAND STEP IN TOP OF SLAB CLOSURE/POUR STRIP PER 8153.14 GLOSUF E POUR REINFORCING PER 815:3.14 BAR LEGEND: • • - GUANTITY (WERE SPECIFIED) - BAR SIZE -- - pro TOP, 'M' MIDDLE, or 'B' BOTTOM - o SPACING oc SPACE if if IF NOT SPECIFIED) (8)5B15 B0p0n•rcp --�y tu�cwtta ""it Itl twat- 41r RCTf+ SEISMIG FORGE RESISTING SYSTEM LEGEND (SEE GENERAL STRUCTURAL NOTE 13) 511-X SFEAR WALL PER ELEVATION OF WETS 53.6 * 53.1 STRUT MG STRIT OR CHORD COMMENT OF T1€ SEISMIC FORCE RESISTING SYSTEM Do(Dtra./ • RECSVED CRYOFTLIKVIIA ?UR 06 Brei PERISICENTel • 1 • Entire Sheet Submitted For Reference Only REVISION DATE '0' 03.06.06 SHEET S2.2A et. fr ' . , \ #21282_® . � t�s�TrBs��� ZONAL IEifVIRES 7/25/07 COUGHLIN PORTER LUNDEEN 413 PINE $TEET • SUITT 300 SEAM WA 90101 P: 2061343.0460 $ 206/343.S691 A CONAATING STRUCTURAL AND CMI. ENGINEERING CORPORATION V IL) H .1 z z 0 45 m 1. LL 0 z 0 N 0 a 625 fisher Lane, Burlington, WA 98233 New Project For: Westfield Southcenter Parking Structures 633 Southcenter Mall Tukwila, Washington Parking I Structure A Third Floor PLOT DATE: 3611:106 JOB sl: S05-1622-01 SHEET S2.2A Trek 02 Fir 700E -. s D2L x 18' LONG ,ly , (2)05 x 6' EA. WAY SLAB PER PLAN FOR CALL -OUTS IN COMMON SEE DETAIL 6/53.1 in " rf 1 'x8'xo'-8' EMBED I W/ (4$x'4' x 3' LONG STUDS 0 5'oc 3959 FILL PIPE VV CONC. AND PROVIDE ROUNDED TOP SURFACE. V. STD. PIPE BOLLARD SLAB ON GRADE PER PLAN (4114x4'EA. WAY GTRD i CN BOLLARD r, �(4)114xr- THICKEN SLAB AROUND BOLLARD •I2'. HOLE FILLED PI/ CONC. 1 3159 6 11 16 SLAB -ON -GRADE PER PLAN SLAB -ON -GRADE PER PLAN SECOND POUR FIRST POUR » ADD 114x3'-0'0Inc (t BURKE 'KEYED KOLD' JOINT - STOP REINFORCING I' CLEAR OF JOINT EACH SIDE • Ck ,� ., pooh \6(1111.1"111:11$ 1111' f- r_ I(I lIir- if - fi � SLAB -ON -GRADE • 1 PER PLAN 1{ PLASTIC VAPOR BARRIER AND COMPACTED GRANULAR FILL PER PLAN 3002 CONSTRUCTION JOINT 3003 2 TRENCH DRAIN PER ARM. VERIFY DIMENSION 'W` 1 `D' IV SUPPLIER `i 114 0 I8'oc ±IrE_ f v101..+2'�W+2' W+4' HORIZ. REINF. - - PER GENERAL STRUCTURAL NOTES • (4)114 CONT. 3319 7 *5016'oc PARTIAL HEIGHT CMU WALL PER PLAN - SOLID GROUT SLAB -ON -GRADE PER PLAN • • TIE BEAM PDR PLAN I 5/532 (RE1NF. NOT 9041 1 FOR CLARITY) 3421 12 17 SLAB -ON -GRADE • -1 PER PLAN 1 113 x-1 0 12`oc Typical Slab Joints 3 (2)14 CONT. CORNER BARS TO MATCH HORIZ. REINF. • ! r-'1 4 ":46 -...i. Ilfi� 3197 8, CORNER BARS TO MATCH CROSS WALL HORIZ. REINF. (ALT. HOOKS) ADDITIONAL VERT. BAR - / SINGLE CURTAIN CGRt R BARS TO MATCH EXTERIOR KORIZ. REINF. — GRO56 WALL CORDER BARS TO LATCH CROS WALL HCRIZ. REIN. J• r- DATE 10130: SOS -1622-01 •a 03.06.06 ADDm i NOK L V VERT. BAR5 CROSS viALL - TVP. G BAR: ...g► VOIBLE C1RTAIN 3010 Typical Comer Bars @ Wall Ends & Footings 18 (2)115 x 4'-0' DIAGONAL AT EACH CORNER (2)115 AROUND OPENINGS - EXTEND BARS 21-O' BEYOND OPENINGS 0 PIER SECTION 1.0 Le%- MINIMUM STRAIGHT DEVELOPMENT LENGTH(ed) } #3 TIES AND CROSS -TIES IO'oc (NEN PIER WIDTH EXCEEDS 24' USE NORMAL HORIZ. REINFORCING) -CONCRETE WALL (2)115 AT CENTERLINE OF PIER - (OMIT AT PIERS 12' OR LESS IN WIDTH) NOTE: I. REINFORCING SHOWN 15 MINIMUM. SEE PLANS AND WALL ELEVATIONS FOR ANY ADDITIONAL REQUIRED REINTORGIN&. 2. PROVIDE FOR ANY OPENING SIX SQUARE FEET OR LARGER UNLESS OTHERWISE NOTED ON PLANS, ELEVATIONS, OR DETAILS. 3. WHERE LENGTH BEYOND OPENING 15 LESS THAN 2'-0', EXTEND BARS AS FAR AS POSSIBLE 4 HOOK. Typical Opening Reinforcing in Concrete Walls (U.O.N.) CONC. OR -- MASONARY rIALL • REGD. - ADJACENT PENETRATIONS SHALL I BE SPACED A MIN. OF (4) DIAMETERS ON CENTER UNLESS OTHER- WISE APPROVED BY 7FE STRUCTURAL ENGINEER f 'c = 3000 P51 ft : 4000 to 5000 P51 BAR SIZE TOP BARS OTHER BARS TOP BARS OTHER BARS s3 114 115 *6 111 $ #q 22' 29' 36' 43' 63' 12' 81' 11' 22' 28' 33' 48' 55' 62' Iq' 25' 31' 31' 54' 62' 10' I5' 19' 24' 21' 42' 48' 54' 4-70P BARS' ARE HORIZONTAL BARS MTH MORE THAN 12' DEPTH OF CONCRETE CAST BELOW THEM. IF CLEAR CONCRETE COVFER 15 LESS THAN Ix THE DIAMETER OF THE BAR OR TIE CENTER -T0 -CENTER SPACING 15 LESS THAN (3) BAR DIAMETERS, THEN VALUES SHALL BE INCREASED BY 50%. (.3 1.16-t MINIMUM LAP SPLICE L13iGms (es) (GLASS B) f 'c = 3000 PSI f'c : 4000 to 5000 P51 BAR SIZE TOP BARS OTHER BARS TOP BARS OTTER BARS *3 s4 5 s6 :7 '8 sa, 28' 31' 41' 56' a' a3' 22s 21` 36' 43' 63' 12' 81' 24' 33' 41' 41' 1I' 81' qI' - l9' 25' 31' 31' 654' 62' 10' • 'TOP BARS' ARE HORIZONTAL BARS VIM MORE THAN 12' DEPTH OF CONCRETE CAST BELO4I net IF CLEAR CONCRETE COVB215 LE55 TNI Ix De D1P PER OF T1 BAR OR TIE CENTER -TO -CENTER SPAG!Y615 LESS THAN (3) BAR DIAVETERS, ilei VALLES SPALL BE MREASM BY 50%. D12 - III 6.1 16,6-E DO NOT PA55 PIPES Q 3006 5 3004 Pipe & Trench Details 10 MINIMUM EMBEDMENT LENGTHS add FOR STANDARD END HOOKS A. for general uses: BAR SIZE ft = 3000 PSI f'c = 4000 to 5000 P51 113 114 *5 116 *7 118 11q 6' 8' 10' 12' 14' 16' 18' 6' q' 10' 12' 14' 15' 1. SIDE COVER MST BE EQUAL TO OR GREATER THAN N. 2. END COVER FOR 90° HOOKS MUST BE EQUAL TO OR GREATER THAN 2'. NOTE: USE TABLES IY t Y BB.OPI CRY *ERE SFECIFICALLY INDICATED ON 1 RANIN65. m MINIMUM STRAIGHT DEVELOPMENT LENGTH ( REICC pmt E FOR BARS IN COMPRESSION ���� Nonflnuco BAR SIZE 113 04 5 *6 s7 #8 s1 f t > 3000 P5I 9' II' 14' 11' .yes L222' 25• 1aill M LAP 5PL10E LENGTH (es) Y FOR BARS IN COIN RE5610N BAR SIZE f'c > 3000 P51 *3 s4 s5 s6 *1 s8 sq 12' 15' I1' 23' 21' 30' 34' I Ow Of Tulc.rdlta EMU nTh TV%ni onv RECEIVED CRYOFTMINIA LIAR 0 6 2066 PER111+ CENT@s 3001 Reinforcing Splice Development Length Schedule 20 • • Vf aim & SONS, INC. W 0 z 0 a Phone: 360.757-4094 625 Fisher Lane, Burlington, WA 98233 New Project For: Westfield Southcenter Parking Structures 633 Southcenter Mall Tukwila, Washington REVISION DATE 10130: SOS -1622-01 •a 03.06.06 $C, 4'701: -144451 ilt • . et I I, � • `: 4402,44: ioNAL 6, EVIRE S 7/25/01 COUGHUN PORTER LUNDEEN 411 PINE STREET • SUITE 300 SEATTLE. WA 91101 P, 206/543.0460 M 2061343.5691 A CONSULTING STRUCTURAL AND CML ENGWJUPiNG CORPORATION Vf aim & SONS, INC. W 0 z 0 a Phone: 360.757-4094 625 Fisher Lane, Burlington, WA 98233 New Project For: Westfield Southcenter Parking Structures 633 Southcenter Mall Tukwila, Washington Typical Concrete Details PLOT DATE: 3 62066 10130: SOS -1622-01 SHEET S3• 1 Thr. dt Nor 3001. - inapt. 1 • • ,. 1: • EXTEND TIE BEAM REINF. INTO PILE CAP A5 SHOYITI 2'-6' SECTION �sPER 20/53.1 ! e y ¢ COL. =¢PILE (6)*6 TOP 2'TYP • TIE BEAM PER PLAN • 1 -/ed PER 20/53.1 j .. 2,_61 SECTION 11 16 \1 `(II)*8 BOT. - TERMINATE rN/ STD. HOOK AT ENDS 2'-b' - it COL. _ ¢ PILE COLUMN PER PLAN SECTION FOR GALL -OUTS IN COMMON SEE DETAIL q/532 3' CLR TYP vi PILES PEt PLAN AND Iq/532 COLUMN PER PLAN 2'-6' *bx r _ 12'06 TOP * BOTTOM es f 20/53.1 4 TIE BEAM PER PLAN - 3' CLR TYP edh PER 20/53.1 - - - -• ifFs • • 2' • • 2'-6' SECTION --- ..--¢PILE , % 0--- 2'-6' 2' - - -¢ COL. - - J - • i 2'-6' m - - - D2L's PER Iq/532 Kt STD. HOOK AT ENDS 3413 4 - DOWELS PER 20/53.q REINF. PER SECTION 2', TYP. SLAB -ON -GRADE PER PLAN --PILES PER PLAN -- - AND 20/532 __¢ PILE - _. 2'-6' *4x©03'0% - FOR CALL -OUTS IN COMMON SEE 1.2 . DETAIL 10/532 17 Db ¢ COL. _ it PILE 18'4 PILE - - 3412 13 18 • 2'-6' _L edh PER 20/53.1 -. -(8)4x J oEA. TIE BEAM W/ STD. HOOK ON VERT. LEG AS SHOYW - PILE REIN. PER 20/532 P41 STD. HOOK AT ENDS 3403 I SECTION 1: , BOTTOM OF PILE CAP I_ . ----D2L's PER SECTION OF HIS DETAIL !8'0 x PIAt.L THICKNESS STEEL PIPE FILE 18'0 x %' MALL THI STEEL PIPE PILE N. -Io if;17- --- R PER SECTION OF THIS DETAIL TE: USE FALL PFITRATION I% AT SPLICES 9 1.- o. `t Il'xr-q'xr-q• • ; (t6)%'4x42' - D2L's E6VALLY SPACE • • 0 O -•-'0 O A SIEAR MALLS SECTION 60° POINT PILE TIP PER SPECIFICATIONS i • (8)114x42' D21's M M.LY SPPcE - YIERE GRADE k BEAM OCC o _. - _ ABOVE PER - 17/53.4 USE (8) o • 1 %'0x30' D21.'s 0 PTE CAPS OF 131532 $ 4!532 NOTE: SX 6EOTEaNCAL SORT FOR ESTIMATED PILE TIP R.EVATtON TO USE IN E5 11YS PILE LENGTH. ACTUAL LENGTH SHALL BE C.GWiRv D B1' 6E0TECHITCAL MR. MINS . TRI ATIOI COLUMN VERT. REIN. BARS TO - — - MATCH TIE BEAM BOTTOM LONG. REINF. oY' r _ 0 n 3402 Typical Tie Beam 5 PER 20/53.2 PILE LONG. REINF. PER - CALUh9d PER PLAN - OFZONE B SPACING PER Iq/53.q • • PER 20/53.1 *4 x ©®311ot - - - PILE PER PLAN- --.- . -- -- 4 20/53.2 1 EMBED-- --4 PER DETAILS -- F4 - 2' /- . _ TIE TIE BEAM PER PLAN t 5/532 NU CONT. TOP REINF. ¢ COL. - ¢ PILE 1 . -SEE PILE CAP L DETAILS 1 BOTTOM OF PILE GAP I SECTION ESTIMATED PILE TIP ELEVATION PER NOTE MOM - 1 r *4 SPIRAL PITCH TO112d= i -1. 20'0 AIiS RCAST PILE - - PILE CAPACITY PER 6MRAL 511a1G1lRAL NOTES 3404 10 EVIEWED fOR EE COMPLIANCE inty Of Tukwila *4 SPIRAL ore' IMUTClnAi PITCH P€XT IS' -0' �billJfl�1C� I`iv 1 1 nib T - (8)$1® TOP 25.0E PILE - AT PILE CAPS OF !01532 1 0532 EXT849 (4) BA% TO BOTTOM OF PILE (q)*R @ TOP 25' OF PILE - ATS. JAR' M'5 EXTEND (4) BA.% TO BOTTOM OF FILE RECEIVED CRYOFTUKWILA ttt 0 6 204-3 PERMIT MOEN 5ECT10N 3299 : NOTE SCE 6E0TECHVICR.. FOR ESTIMATED PILE Tr 3146 ELEVATION TO USE IN EST1MATi'k9 PILE LENGTFL ACTUAL Mein' 20 SHALL BE C.OI4-1P 4ED BY 6E0?EGI tLAs` ENR URNS INSTALLATION 19 • , • REVISION DATE '0' 03.06.06 SHEET S3.2 0 $. CO °.•1 • tAies4_ 4•432:1200, 149NAL EVIRE S 7/25/07 COUGHLIN PORTER WNDEEN 413 MNL STREET • SUITE 300 SEATTLE WA 90101 P. 206/343.0460 PI 206/343.5691 A CONSULTING STRUCTURAL AND CML ENGNIEERNG CORPORA1)0N nom w V c 0 4 M IX e •01 vb F t- o tp m M W 41 Al tL W 31111 tL Tr 0 en 0 M d c 0 0. New Project For: Westfield Southcenter Parking Structures 633 Southcenter Mall Tukwila, Washington Pile Foundation Details PLOT DATE 366006 JOB #: SOS -1622-01 SHEET S3.2 Taw. 42 lior 300i ..]fpn. SHEAR Y1ALL ABOVE PER PLAN (REINF. NOT SHOWN FOR CLARITY) es PER 1 20/53.1 135° MIN. 6RADE BEAM PER PLAN PILE GAP PER PLAN (REINF. NOT 5140141 FOR CLARITY) DOPELS TO MATCH &RADE BEAM TOP REIN. 1f 1 ,00 11 16 GRADE BEAM PER 11633 3426 6 SHEAR WALL ABOVE PER PLAN (REIN. NOT SHON1 FOR CLARITY) Ili III REINF. PER 10/53.3 PILE PER PLAN 4 20/532 OR 11/532 11 C., ¢. PILE / -0' i 10/533 ___-- _ __. _ r. _ - REINF. PER 10/53.3 ;11,4 U s NOTES: ES: AT AUGERCAST PILES OF 20/532 ONLY. " MERE STEEL PILES OF 19/532 OCCUR PROVIDE 3' GLR. FROM TOP OF PILE TO BOTTOM OF TIE. --- it COLUMN COLUMN FOR FUTURE BRID6E BENT (8)*b TOP 4 BOT. DEVELOP (ed ) INTO CAPS OF 81533 USE HOOK (dh) INHERE NECESSARY) i FOR CALL-J:TS CO4V044SEE DETAIL :4433 2-6` / 7-6' (4)*5 x • b'oc (ALT. HOOKS) -*5xf•6'oc 2'-b' PER ARCHL �- DOY1'EL5 TO MATCH HALL- --- VERTS. (I)4 CONT. TOP - -- `\ 4 x 2=f • IS'oc • EDGE OF GRADE -- '- 13F -AM PER 14/533 - ELEVATOR PST VERIFY SIZE 4 DEPTH P4/ ARCHL DRAiq!NGS - ; SLAB 4 TIE BEAM NOT 54401"4 FOR CLARITY SEE 15/53.3 FOR DONCLS REOD o TIE BEAMS SEE 11/5333 FOR DOYELS RECO? • SLAB -(6)114 x 3 TIES CENTERED ON PILE - GRADE BEAM PER Ki1533 4 ELEVATOR PIT SLB PER 20/x3.5 . REIW. FER 1K5533 CONT. 3425 FOR CALL -CM IN CO +' N S$ 17 ETAL I40433 • 3401 8 slab -on -grade el. per pian 2'-6' F . . �� , 201533 i; 17. OF PILE BEYOf V LONG PILE REINF. OR - - D2L's PER PILE DETAILS (1)111 TOP 4 BOT. YY/ - STD. HOOK AT ENDS 6' AT 12' SHEAR MI5 4' AT I6' SHEAR PALLS SHEAR YNALL PER PLAN- - ROUGHEN SURFACE- - TO %' AMPLITUDE SLAB-ON-6RADE 1 PER PLAN n 1 3'GLR 0: s2 *5 x-1=: • 8'oc (1)$6 TOP 4 BOT. DEVELOP ( €) INTO GAPS Of 6633 11.15E HOOK (,) I CE56ARY) 1 8/53.3 . - SHEAR YYALL PER PLAN (REINF. NOT SHOWN FOR CLARITY) (11P1 TOP 4 BOT. W/ STD. HOOK AT ENDS • • a _ /_ 1 2' 1'-82' 3' --� SHEAR Y4ALL 2'-6' TIES PER 8/533 • 6'oc 4' MASONRY VENEER PER ARCH (I)$4 CONT. 1./ u4x 12.)24'oc / _ t osfcb eI. oer lan 1' 1. ._ • ICZ v • • • 1 ;t- i .1 PILE PER PLAN 4 - - L 2/,/5.2 CR//14J14J532 PIS sl 9ifAR 14.1_ ! °CCM) 7-61 f AT N. 45T P4.E5 OF 20/532 GN.Y. 3420 " YeM 5TE11 PILES OF 11/582 OWN PROVIDE 3' CLL. FROM TOP Cr PRE TO BOTTOM. OF TIE. 18 2' e J $6 18'oc W STD. KOOK AT ENDS 3' 3415 19 r- 2 2'-6' PILES PER PLAN 4 20/53.2 OR Iq/532 \ boo� Mgt N 11P,6 ----- - --alaetaa \, (0110* nOt Pee • RECBVED (O11- �TYOF MR 0 2ICs PERMIT Weer 3400 10 3414 15 20 • • • • • REVISION DATE ra 03.06.06 SHEET S3.3 E' CO'G' rt4 se 61 ri fr ' - C4/rsr, ZONAL (WIRES 7/25/07 COUGHLIN PORTER LUNDEEN 413 PINE MEET • SURE 300 SEATTLE WA 1.101 P. 206/343400 P: 206/343.5691 A CONSULTING STRUCTURAL AND CML ENGINEERING CORPORATION t11•11. Phone: 360-757-4094 625 Fisher Lane, Burlington, WA 98233 New Project For: Westfield Southcenter Parking Structures 633 Southcenter Mall Tukwila, Washington Seismic Pile Cap Details PLOT DATE: 3 62006 JOB 4: S05-1622-01 SHEET S3.3 nra, aQ Poor 2006 - +afp.. 01. 2' ie• GLR. • PER SCHEDULE , PER SCHEDULE 5. t 20/53.4 a (2)#5 RISER BARS Y'V { 20/53.4 2'-0' LAPS TVP, U.O.N. (CONTINUOUS TOP BARS I AT CONTRACTOR'S oPTIof i I 1 : 1• CENTERLINE OF SUPPORT PER SCHEDULE 20/53.4 1 SEE NOTE 3 TOP BARS PER 20/53.4 STD. HOOK, TYP. SEE NOTE *I ti Lc FIRST �� 50% EA. ROW WHERE EXT. SUPPORT (PILE OR PERP. GB.) FOR GALL -OUTS IN COMMON SEE DETAIL U/53.4 STIRRUP TYCO ROWS READ. FIRST - d STIRRUP � SEE SCHEDULE OF 20/53.4 FOR STIRRUPS TYPICAL FUS -HEIGHT GMU WALL PER PLAN (MERE OCO S) *4xQo 8'oc ti 0: D0I L5 TO MATCH WALL VERTS. SLAB -ON -GRADE PER PLAN PILE PER PLAN d 20532 OR 141532 (MERE OGUIRS)- SEE 17/53.4 FOR PILE CONNECTION TO GRADE BEAM • • (2)51 TOP CO4'T. (3) r BOT. CONT. - TERMINATE REINF. A'END OFBF»WW✓ STD. HOOKS AT +' 3422 11 16 2• b' INT. SUPPORT (PILE OR PERP. GB.) i Oo°oi;_ 1, :1111- _ ITi{_: I1 GRADE BEAM PER PLAN - AND SCHEDULE OF 20/53.4 FOR GALL -OUTS IN COMMON 5EE DETAIL 18/53.4 SEE NOTE *I • l'-0' • IL - BOTTOM BARS PER 20/53.4 COLUMN PER PLAN . . •- - --� DOYFLS PER 20/53 9 - TIE BEAM PER 5/53.2 I. I 8' COLI/141 COVER PER PLAN !i:1-_-.11E-1U .-a !F' !!f: PHI SIE -, i• 21-0' • /% • • • FOR CALL -OUTS IN C4MMON SEE DETAIL 1853.4 NOTES: ' A= AT.ZRCAST PILES OF 20/532 CRY. " /4-;. STEEL PILES OF :x/532 OCCR PROVIDE 3' CLR. FROM TOP OF PILE TO BOTTOM OF TIE. edh PEQ 20"53-I TIE BEAR FER x FEF 20631 P ..E PER P.AN L ►41532 OR 201532 l� 1►LE E0. E0. TYPICA[. PILE TO GRADE BEAM COMECTION 3410 7 j W4 L!�: 3406 IN CORMON SEE 12 DETAIL 18/534 NOTES: 1. AT LEAST 14 OF THE SPECIFIED BOTTOM REINFORCING SHALL BE CONTINUOUS THROUGH SUPPORT OR SHALL BE LAP SPLICED THROUGH SUPPORT. AT EXTERIOR SUPPORTS, TERMINATE �4 OF SPECIFIED BOTTOM REINFORCING IV STANDARD HOOK. 2. EXTEND BOTTOM BARS 6' OVER SUPPORTS, TYP. 3. TOP BARS SHALL NOT BE SPLICED WITHIN REGION INDICATED. 3409 Typical Concrete Grade Beam Elevation 3 NOTE: PROVIDE DOWELS FROM SHEAR WALL PILE CAP TO MATCH BOTTOM LONG. REINF. WIRE GRADE BEAM INTERSECTS Evac f s•c o Iltt..a 1 r 2L FOR GALL -OUTS IN COMMON 5EE DETAIL 18/53.4 COLUMN PER PLAN (HARE OCCURS) WHERE COL. OCCURS -- PROVIDE DOYtLS PER 20/53.41 • • • O +r� 1 :IST 111.1-:1119111,7411r1111,1� \� I��.. - GRADE BEAM REINF. PER 18/53.4 # � I F 0 o' in GRADE BEAM PER PLAN - - AND SCHEDULE OF 20/53.4 FOR GALL -OUTS COLWN PER PLAN iffERE OCC4.1 ) .RAVE BEAM PER - PLAN DEPTH PER DETAIL. 120153.4 LONG_ PILE REW. OR D2L's PER PILE DETAILS Yi' STD. r'1 ;W( AT Etx,5 N N N 8' BMJ WALL PER PLAN - (Y 000W5) edh PER 20/53.1 • • •1 I' 8' 3411 8 3407 13 DOY1Q5 TO MATCH POLL VERTS. e1. Per On o� cft 3416 17 PER 1153.4 - (5)*1 IOC' L BOTTOM CONT. EDGE OF SDE BEAM - PER 1514 GR 853.4 r (A.R. '4 CAT. TOP I BOT. *4x0®[bloc t 3354 18 BEAM MARK WIDTH DEPTH GB-! PER PER DETAIL DETAIL GB -2 PER PER DETAIL DETAIL GB -3 PER PER DETAIL DETAIL 60-4 GB -5 GB -6 GB -7 PER PER DETAIL DETAIL PER DETAIL PER DETAIL PER DETAIL PER DETAIL PER DETAIL PER DETAIL 24' 36' 4 GRADE BEAM REINFORCING SCHEDULE NORTH OR rIEsT)1 SUPPORT DO/C15- --- PER b:533 rSUPPORT (Sd1fN OR EAST ; • #4 xI o 12'oc • • 4 DATE IIS/s r 1 wni . ,os 03.06.06 S3.4 (4)I#1 B • *4 x 00 12'oc DO/EL5- - \ : (q)* T (q)r1 T : : 0011EL5 PER b1533""'I 12'-0 12'-0 B -'`s� PER bl�33 - - , a *4xEl0N2'oc _i DOAEL5 PER 6/533 (8)#1 T (PER ADJ.;GB) • - '2' °'- _ K__17-9' - 1' (10) I B TERM N Tt - 050T.RE'F. W 5TD. NGCK it - PILE GAS �It-6 ' T#4 x 0 0 'roc . .- i2.-0, ' 12''0. -, *4x0®I2'oc (b)%I T (6)117 T 1-- -(2).,,- -T- ,i (PER ADJ. GB) T k (PER ADJ. GB) CO; *4 x 12'oc r L!4xtJ Inc a • (4)$1 B *4 x 0 I2'oc (4)11B 4 x Q ® I2'oc (2)111 T • x_ - <N;12oc S REMARKS or DETAIL REF. 3/53.4 4 1/53.4 3/53.4 4 1/53.4 3/53.4 4 1/53.4 3/53.4 4 1/53.4 3/53.4 4 1/53.4 3/53.4 4 1/53.4 3/53.4 4 1/53.4 1. 6/53.4 COO tiga1 Z&3 ct.s+►'e' rICT" • CRRECEIVED YOF i r,4 0s 2Lfi1S PERMITCIENTETr 61,- 0112- 3408 20 0 • 8 REVISION DATE PLOT DATE: 362006 ,os 03.06.06 S3.4 0 E. CO 41'1'fix 0-1 .r 211s2:21, SiONAL [EXPIRES 7/15/07 I COUGHLIN PORTER LUNDEEN AI I) PINE STREET • SUITE 300 SEATTLE WA 9E101 R 206/743.0460 IR 206/343.3691 A CONSULTING STRUCTURAL AND CML "MINORING CORPORATION Phone: 360.757.4094 625 Fisher Lane, Burlington, WA 98233 New Project For; Westfield Southcenter Parking Structures 633 Southcenter Malt Tukwila, Washington Grade Beam Schedule & Details PLOT DATE: 362006 JOB #: SO5-1622-01 SHEET S3.4 P 0) rim' 7006 - +afpn• t 1 • • 11 16 2 7 12 17 115 x . r- • I2'oc 24 SEE 41535 MERE EXCEEDS I'-4' el. per pkan 0 COLUMN BEYOND SLAB -ON -GRADE PER PLAN \(3)05 CONT. IN ADDITION TO TIE BEAM REINF. TIE BEAM PER 5/532 4 211ix2%ix NLS - (2)I5'4) ExP. BOLTS, DOED 3!5' (2J 4 x 1: - EA SDE 0112 el. voiles 3351 3 8 1 bRATUN& PER SPECTICAT,ONS ELEVATOR PIT SLAB PER 201535 (2, 4 x L E}t • 1'-66x1'-61x11-6'dp. 9.1PPIT 3009 Sump Pit 18 GABLE GUARDRAIL PER 15/53.12 24 s5 x _[ ® 12"ot. -4 n�- c-Qn • • i v el. varies e TIE BEAM PER 51532 -- war SLAB -ON -GRADE PER PLAN toar el varies 3' - -115 DCMELS • 12'cx PER 10/535 TIE BEAM ; PER 5/532 8' 3503 4 - WALL REIN. PER 101535 - NKRE WALL DIGHT, H > 4'-0' LOCATE VERT REIN. 1' CLR. TO OUTSIDE FACE _J GRADE BEAM 4 - REIN. PER 11/53.4 FOR CALL -OUTS IN COMMON SEE DETAIL 201535 SLAB -04-TRADE - PER FLAN • DE A"4 REIW. PER 11/53.4 114 xi. ®!O'oG, VERT., GIRD. (EINEED i' INTO PIT SLAB) 4 12'oc. PCR/Z. - • el. ' er 3150 9 - P.T. SLAB PER PLAN #5 x 1 6 ®I5'oc 15 ® I5'oc VERT.--- -- 45 to I5'oc HORIZ. - SLAB -ON -GRADE --\ PER PLAN SLAB ON GRADE PER PLAN 115x5' -0"e teem TIE BEAM PER 5/532--- -------- DOYV.S SHALL MATCH VERT. REINF. NOTE: I. SEE GEOTECHNICAL REPORT FOR REQUIRED BACKFILL DRAINAGE. 2. P.T. RAMP SLAB AND SLAB -ON -GRADE BELOW P.T. RAW SLAB SHALL BE IN PLACE AND AT SPECIFIED STRENGTH PRIOR TO BACKFILLING WALL. PER ARCHt. /ELEVATOR PIT VERIFY SIZE 4 DEPTH Pit ARCHL DRAWINGS z' 0 • /' • • • 0 DOYEL5 - - - - - TO MATCH WALL RTS ELEVATOR PIT VERIFY SIZE 4 DEPTH 1K/ AQCHI. DRAYCNISS i 3500 10 esu veno /�PezPLANa DETAILS PER 18/53.4 111— A -.--- GRADE BEAM PER 113/58.4 , EXGEPF WIDTH AS SHOWN oaor vc ._ -- 0'1_1:10 -- PILE PER PLACE BEYOND rTurgia 10.1 041 MALL PER PLAN tM/ REIN. FER 6E413RAL STRUCTURAL NOTES • 1 4x a7"; 10'oc • • NL. *5 E2'ac &RADE eEAm t REs`F. FER 11/534 3424 15 RECEIVED P IJii 0 S (L:. 7MART GWEN NGTES: I. PROVE M 5G FETA'M5 AS REQJRED BY ELEVATOR tiFR. 2. 5EE 0535 FOR SU.P PIT RE''F. 3. 5EE 18153) FOR REGD. CCR ER BARS. 3. 5EE ARM Fat REGD. M TER - 3419 20 • f • f REVISION DATE '0' 03.06.06 S05-1622-01 SWEET O fr4" r ,c,,,, vreitio, i4 (PIKS 7/25/01 I COUGMLIN PORTER LVNDEEN 413 PINE STREET • SUITE 300 SEATTLE, WA 16101 It 2061343.460 F 204/34340 1 A CONSUL11N6 STRUCTWAL AND CAL ENGINEERNiG CORPORATION 401 Phone: 360.757.4094 625 Fisher Lane, Burlington, WA 98233 New Project For: Westfield Southcenter Parking Structures 633 Southcenter Mall Tukwila, Washington Foundation Details PLOT DATE: 3 6'2006 JOB #: S05-1622-01 SWEET Pr. 7004 - 41.21pn, 9. O SNi—I 16' THICK 0 0 «- -- n 462I2GcEr. L 511-2 12' THICK J 0 • • • • cl I� - -- » : •--; 12'a_E SYN -3 12' THICK u: ui 0 $ —» =6 ® Inc. E.F. :- a 12`oc E.F. L SP1 -4 Id THICK Dot,o12,- NOTES: THIRD FLOOR el. = 30'-0' SECOND FLOOR eI.: I8.-0' i 0 CDCD L MAIN FLOOR e1. =-0.-0' FOR-LO DECOM 600�,..scp MAS 1120'3s OW 0t [uKWlta St itMr` .,sti itch". 1. SHEAR V ALL RE1WORG1N6 SHALL BE *5 t18`oc EACH WAY, EACH FACE, LItES& OTWRYOSE NOTED ON THE ELEVATIONS PROVIDE MATCHING DOPELS TO GRADE BEADS OR PILE CAPS UAh 2. MBAR DETAILING: ALL SHEAR WALL REI`FORCIING. SHALL Be DEW -APED AV SPLICED FOR FILL TENSION CAPACITY PER SCH FOU...E OF 20153.1 . EMBED FOOTING 00/415 PER TABLE IMAM DB@�iH AVAILABLE, HOOK FM TABLE III OTIADZIIISE. 5PLJCE ALL BA.% FER TABLE II. 3_ PROVIDE HOOKS AT B495 OF ALL HORIZONTAL. BARS AT HALL EIS,'MALL INTERSECTIONS, AND AT FACES OF OPENINGS. 5EE 5/553.8 4 3/53/3 . PROV1DE COMER BARS PER 4153.8 . 4. REFER TO SCHEDlLE FOR DOYELS REWIRED AT 1NTER5T!ON5 OF 9 -ABS AND YlALL5 - SEE DETA3L 2OiS3.8 . 5. SEE DETAIL 151538 FOR TYPICAL MEV% RBWORC1N6 NOT 0T1ER4SE NORM ON ELE'/AT10N5. VERIFY OFEN.N6 DVD15!0 6 iSIH! A.e K ! ?JZAL. REMISED ow OF MO IIA MAR OS PEiINT CENTEk 4 REVISION DATE 10' 03.06.06 SHEET S3.6 0 S. CO dG' of t i-1 .cl. 1 ?1?82 EXPIRES 7/25/07 COUGHLIN PORTER LUNDEEN 413 PINE STREET • SUITE 300 SEATTLE, WA 99101 P. 206/343.0460 P. 2061343.5691 A CONSULTING STRUCTURAL AND CMI. ENGINEERING CORPORA/0N A DIVISION OF FISHER & SONS, INC. E 0 V N c C V _ 1 New Project For: Westfield Southcenter Parking Structures 633 Southcenter Mall Tukwila, Washington Shear Wall Elevations SCALE: !b'=i'-' PLOT DATE: 3 1006 108 #: S05-1622-01 SHEET S3.6 T O P+.2oos- *Mum r L n i v -- 51N-5 16' THICK 1 r I I I I J L. SYS -6 i6' THICK SN! -7 16' THICK !ll $ I2bs EF. L 4» 4/'53.8 Do o -r2— FO 16' THICK\----, 2714:71:1:: NOTES: J THIRD FLOOR e1.=30'-0' r O q) SECOND FLOOR 2 eI. = 18'-0' i CD CD - PROVIDE $6 DOY€L5 ILL TO MATCH COLUMN VERTS., TYP. U.O.i . MAIN FLOOR el.: 0'--0` I. SHEAR Y+IA LL REINFORCING SHALL BE ®18'00 EACH WAY, EACH FACE, U LEE6 OTFERYiSE NOTED ON TIE ELEVATIONS. PROV1DE MATCH* EXPELS TO RADE BEAMS OR PILE CAPS UE0Jt 2. R BAR DETAILING: ALL 9IEAR WALL RE1 ORCING SHALL BE DEVEEa:ED A� SPLICED FGR FULL TION CAPACITY PER SC!€Dt E OF 20f53.I E?..D FOOTING DCOMS PER TABLE I Y+ERE DEPTH AVA`LABLE, HOOK PER TABLE III °THER :SE. SPLICE ALL BARS PER TABLE 11 3. FROVIDE HOOKS AT ENDS OF ALL HORIZONTAL BARS AT IMLL &7S, YOU INTERSECTIONS, NO AT FACES OF OF IN&5 5f 5/53.5 i 3153,8 . PROVIDE CORNER BARS PER 4/53.6 . 4. REFER TO SCW..E FOR DOYf1S REOURED AT ih.RSECTO!'e OF SLID AND P1 LLS - SEE DETAIL 20/53.$ . 5. SEE DETAIL 5153.6 FOR TYPICAL OPE 5 REfORON5 NOT arfeZifircE NOTED ON ELEVAVON5. VERFY MOM DIY646/0% )ITH AR = 6CT.RAL CRAY '655. CITYOF MORA MAR 06 2cam PEflMITc.ENTER • • REVISION DATE •0' 03.06.06 SHEET S3.71 04 N?• 44 4,4bea 1[82 f [VMS 1/25/07 COUGHLIN PORTER LUNDEEN 413 PINE STREET • SUITE Soo SEAT IS WA 90101 P. 206/343-0140 Pi 206/3434691 A CONSULTING SMUCIUML ANO CML ENGINEERING CORPORATION RP. V 1 Z V" z 14 o N Funtay Imr4 CC = W ULL QZ N li 4 Phone: 360.757.4094 625 Fisher Lane, Burlington, WA 98233 New Project For: Westfield Southcenter Parking Structures 633 Southcenter Mall Tukwila, Washington Shear Wall Elevations SCALE: IV= l'-0' PLOT DATE: 362006 JOB #: S05-1622-01 SHEET S3.71 Th, c1 Pb WOG - 4.26pn. 14 -t--diboo Nj I j 1_— I ----- - ---e- 2'-O' TVP. 4' TOP REIN. AT SEAM FER SCHEDULE MD 18/5311 11 15x6'-0' 16 2' CLR. TO HOOKS WALL REINF. PER NALL ELEV. 7 HOOK HORIZ. REINF. AT NALL ENDS AND OPENINGS 3022 Typical Shear Wall End 3 -- PROVIDE ENCAPSU...ATED POST -TENSIONING ANCHORAGE SYSTEM IN NALL PER POST -TENSIONING NOTES,13/'5813 . - REIW. FER BEAM SCFEVLL.E —PI BEAM PER SCHEDULE PT.TENDONS-; • d. •,› _ (4) SP. ®q' = 3`-0' SMN6 PER 5CFECA L. > floor e1: P -BOTTOM REiWC C FER Sr.AfO' E AR? 18/W.1: STAR V4ALL MR ELEVATION - EXTEV MALL R+NORCDENT TKR UGH BLOCK= pii.A5rER PER RAN 8 18 1 SHEAR NALL PER PLAN -- CORNER BARS SHALL MATCH HORIZ. REINF. OF NALL WITH LEAST HORIZ. REINF. 3023 Typical Shear Wall Comer 4 SHEAR NALL HORIZ..- -1 REINF. PER ELEVATION SHALL BE DEVELOPED INTO COLUMN AT END OF WALL W/ STD. HOOK, U.0it - WIRE SHEAR WALL OCCURS ON OPP. SIDE, CONTINUE HORIZ. REINF. TIM COLUMN -- COLWIN PER PLAN 4 Iq/53.q - PROVIDE DONELS PER SHEAR WALL ELEVATION AT FOUNDATION 3418 9 kofa C ��Y ,.,.lin�( ICO 14 LEVEL DATE: 91-1 91-2 91 -3 91-4 91-5 91-6 54-1 51-8 TI RD FFL ',��p . . TI�jj a/D FLOOR . . Zt 4 S . . , . . . TAME 5HOVISM4) 14MER OF BELS. MANItt45PACINS OF DOYfLS SHALL BE 18' PER SIDE OF MALL TO SLAB_ Dbtp-07/..w. r > WALL REIN. PER ELEVATION HOOK HORIZ. REINF. o WALL INTERSECTION PLACE VERTS AS SHONN 3021 Typical Shear Wall Intersection 5 I. SINGLE SLEEVE 4V OR LESS: NO SUPPLEMENTAL REINFORCING REQUIRED. 2. SINGLE SLEEVES GREATER THAN 4'V AND LESS THAN 10'x. SEE FIGURE BELOW FOR SUPPLEMENTAL REINFORCING REQUIRED. 3. FOR SINGLE OPENINGS GREATER THAN 10'x, CONTACT ENGINEER FOR DIRECTION. 4. MaJLTIPL.E SLEEVES (UP TO (4) MAX), PROVIDE SUPPLEMENTAL REINFORCING AS SHOYW BELOW. DETAIL APPLIES FOR SLEEVES UP TO 10'O MAX. A- op* x 4'-0' E.F. OF WALL 5. NO PENETRATIONS ARE ALLO€ED IN AREAS DEFINED BY SHEAR WALL ELEVATION NOTE 6. 3317 Typical Shear Wall Penetration 15 NALL ABOVE rfERE occas PT. SLAB PER PLAN 1 .1 1c $5 x 0471€4.5 PER SCHEME AT LST (ALT. HOOKS MERE SLAB BOTH 5P5) CRRECEIVED IT OF TUKWILA MAR 06 2Ciii PERMIT Cut IEh ROJS1.01 !NTE.'RFACE T01/4' A'PLII VE SHEAR MALL REINF. FER EIEVArON 203014 • Entire Sheet Submitted For Reference Only • REVISION DATE: '0' 03.06.06 SKEET S3.8 0E CO Zt 4 S 44.321128340, '!oML MIRES 7/25/07 COUGHLIN PORTER LUNDEEN 413 PINE SfRELT. SUITE 300 SEATTLE, WA 98101 P. 20613434440 P. 2061343.3691 A CONSULTING STRUCTURAL ANO CML ENGINEERING c0 P0MT10N FSI ARCHITECTS A DIVISION OF FISHER & SONS, INC. Phone: 360-757-4094 625 Fisher Lane, Burlington, WA 98233 New Project For: Westfield Southcenter Parking Structures 633 Southcenter Mall Tukwila, Washington Shear Wali Details PLOT DATE: 362006 JOB #: S05-1622-01 SKEET S3.8 „v.. 0a raw 2006 - +2111pw 11 16 2 7 12 17 COLUMN PER PLAN 1 RAMP PER PLAN 1 • - BEAM PER PLAN 3527 8 ELASTOMERIG BEARING PAD RAMP PER PLAN - R. 4 _k . �. BEAM PER- - j PLAN I I CORBEL WIDTH - - TO MATCH COLUMN WIDTH (2)15 x l - NOTES: I. COLIYISS E ; TOZED ON GRIDS, U.OX 2. FOR TIE SPAC 6 ZONES 1 LAPS AT VERTS, SEE 2063.41 3. ALTERNATE FIo0K5 ON ALL ADJACENT CR055 TES. 4_ SE£ MOIL EN h1N65 FGR ADJITTGN . EMBEDS IN COUk415, BEAMS MV SLABS. -4- -COLUMN PER PLAN - - EMBED 4 7x4x x I,-10' W/ (4)lt5 x-1:6 0 5'oc 4' GLR. ---(4)t x©13'0c ( \G2 , .. AGI} COLUMN MARK •. g. • ., 3i n A A r.... *4 0 4"oc ' i #4 0 4"oc ' I i 040b"oc ' '; 1$40b"oc ' I i i THIRD FLOOR SECOND FLOOR MAIN FLOOR 4 o o - o o 0 4 TOP OF PILE GAP y .l is 4- Zz °��. o tau! V > m Q W IV N i 1I o oc V log Q O O TIE 57E iTIE � r, SIZE E SPJIGINS NOTES: I. COLIYISS E ; TOZED ON GRIDS, U.OX 2. FOR TIE SPAC 6 ZONES 1 LAPS AT VERTS, SEE 2063.41 3. ALTERNATE FIo0K5 ON ALL ADJACENT CR055 TES. 4_ SE£ MOIL EN h1N65 FGR ADJITTGN . EMBEDS IN COUk415, BEAMS MV SLABS. -4- -COLUMN PER PLAN - - EMBED 4 7x4x x I,-10' W/ (4)lt5 x-1:6 0 5'oc 4' GLR. ---(4)t x©13'0c ( DATE .. 03.06.06 • •. E 2.-0' TYPE 'A' to DATE '0' 03.06.06 SIIEET • g. • ., 1 TYPE D' • ••s 3521 LIGHT POLE ANCHORAGE PER LIGHT SUPPLIER r -- r (2) TIES CONTINUE COLUMN 4 REINF. FROM LEVEL BELOW SLAB s REINF. PER PLAN el. per pion 1 - BEAM PER PLAN - COLUMN PER PLAN ZONE B - H/6, IS OR MAX. COLUMN, _ DIMENSION WHICHEVER IS GREATER __ 1 <1 05 x NEAR FACE 4 FAR FACE 9 n Rt.VIEMIED OR CO'aCOMPLIAKE VIA'I 1 1 2006 � y�nti11 111 �� PER SI'EAR PLAI L ELEVATION 3024 Column Schedule 19 Entire Sheet Submitted For Reference Only I RI b000twvo � I • oft ai • i . + L2 1 15'x-2' --� PER TABLE I' X 20/53.I o 1 3323 -X X ,-THIS Z0I E SHALL EXTEND FROM TOP OF FOO11 5 TO AT LEAST IS' ABOVE SLAB ej PER TABLE III 20153.1 gu oc.o r -n ‘ x6 DONEIS, TO MATCH COLLI VERTS. UoX 5 CRY F1UKWIIA LIAR 0 6 2006 PERMIT CEITEN el. per o'cn PM TABLE IV Pq.E CAP PER FEIN GF 20,53.1 HOCK A5 REDS. i56 1)6(614-Diirypical Column Elevation • REVISION DATE '0' 03.06.06 SIIEET S3.9 E.C0 G' ,.., y .l is 4 �� � ox�I. EXPIRES 7/25/07 COUGHLIN PORTER LUNDEEN 413 NNE STREET • SURE 700 SEATTLE, WA 99101 P. 206!343.0460 P 206/343.569I A CONSULTING STRVCflJML AND CM ENGINEERING CORPORATION 11 z z 0 w N ti 0 z 0 0 Phone: 360.757-4094 625 Fisher Lane, Burlington, WA 98233 New Project For: Westfield Southcenter Parking Structures 633 Southcenter Mall Tukwila, Washington Concrete Column Schedule & Details PLOT DATE: 3-62006 JOB #: SOS -1622-01 SIIEET S3.9 Tea. 02PO'e7006-4-27pw - b 389700- /J 7 9 9- G 6 //1 • • L , 1 4,41-1 , L. 1 . ,. 1 ., 1- - 1 - f • ousito SEMI / J vn ; o • 1 (E) TARGET 1 NOTES 1. AU. WOK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXIS11NG CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY APEX ENGINEERING, RECEIVED 6-16-2004. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT DOSING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE. AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF DOSING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS U11U11ES, AND WERE POSSIBLE, MEASUREMENTS TAKEN N THE FIELD. THE INFORMATION IS NOT TO BE REUED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE U11UTY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTIUTIES. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO RELOCATE ALL EXIS11NG U1IUTIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS,, RAMPS & TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTIUTY ENTRANCE LOCATIONS. 5. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. 6. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD DUTY PAVEMENT UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY. 8. FIRE LANE STRIPING AROUND BUILDING PERIMETER AND ALONG FIRE TRUCK ACCESS WAYS SHALL BE INSTALLED AS PART OF THIS CONTRACT. IN ACCORDANCE WITH THE LOCAL CODE AND FIRE MARSHALL REQUIREMENTS. 9. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY UNES, BASIS OF BEARINGS & BENCHMARK INFORMATION. (SEE SHEET CS -1) 11. ALL ON-SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS SHALL BE APPLIED NO SOONER THAN 4 HOURS APART. (CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.) 12. PARKING LOT STRIPING SHALL BE YELLOW, 4' WIDTH, & DOUBLE COATED, UNLESS OTHERWISE NOTED. LIGHT POLE BASES TO BE PAINTED TRAFFIC YELLOW (DOUBLE COAT) 13. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 14. ALL ISLANDS NTH CURB AND GUTTER SHALL BE LANDSCAPED. THOSE ISLANDS ARE TO HAVE 18' CURB AND GUTTER. ALL REMAINING ISLANDS ARE TO BE STRIPED AS SHOWN. 15. EXISTING STRUCTURES WITHIN CONSTRUCTION LITS ARE TO BE ABANDONED. REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, I4CLUDIIG BUT NOT LIMITED TO, ALL URINES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUITED. ALL WORK SHALL BE IN ACCORDANCE WTH GOVERNING AUTHORITIES SPECKICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED 1 BASE BI 17. PYLON SIGNS SHALL BE CONSTRUCTED BY OTHERS. THE CONTRACTOR SHALL INSTALL CONDUIT AND ELECTRICAL CIRCUIT BETWEEN THE PYLON SIGNS) AND TDI MING PANEL 18. INE SITEWIORK CONTRACTOR SHALL CONNECT ALL LIGHTS W1I 4 THE RETAIL STORE'S DOSSED AREA TO THE SECURITY CIRCUIT AS SHOVI ON THE ELECTRICAL PLAN. 1 Cj o tinry,4Tnts . R11�W Ter RECEIVED G1tYOFTUOGMIA MAR 08 MA FEW CaTh t • • 633 Southcenter Aldi rukwio. WA.. 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 TNS ORATING IS AN NSTRuU0II Of SERI& 6 THE PROPERTY OF THE ARCHITECT AND MAY NOT 8E REPRODUCED %MOUT THE ARCHITECT'S PERWS90N NO UNLESS DE REPRODUCTION CARRIES THE ARCI1TECrS NNE. AU. DESIGN AID OMR UORIIA11ON SHO., ON THE ORAUIG ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND 9IALL NOT 8E USED OTHERNTSE VA TROUT MITTEN PERUISSION FROHE THE ARCHITECT Registration No. Consultants 1144 Eastlake Ave. E. Suite 601 Seattle, WA 98109 T (206) 522-9510 F (206) 5224344 WWHAI.PM±AIID.ao,T Approvals: No. Revision Date A- PERMIT SUBMITTAL 12-12-2005 0 A A A Sheet Title KEY PLAN ASA SITE NOTES Job No. Dote Scale to -4046 C-1.0 s 1 ti 1 1 z 12/12, 0) 1 1 N r 1 SflE KEY 1 1 1 1 1 1 1 S 1 1 1 1 1 1 1 1 1 1 LT- • . 1 r 1 44Vssw,r r.t.-e WEIR IMF \a% \ PARKI E 4 G STRUCTURE 'A' I • RECE_•ANG 6' WIDE FIRE LANE STRIPING PAINTED TRAFFIC RED WM1H 'NO PARKING FIRE LANE' PAINTED WITH 4' HIGH WHITE LETTERING AT 25' o.c. AREA STRIPED AT SINGLE WI*IE (4') LINES AT 45' 0 2'-O' O.C. PEDESTRIAN CROSSWAK WITH 4' MADE PAINTED IWIITE STRIPING PARALLEL TO DIRECTION OE TRAFFIC AT 1-0' O.C. UNLESS NOTED OTHER SE SEE SITE PLAN FOR WIDTH. PEDESTRIAN CROSSING 911 WI1A-2 AND WIIA-2P TYPICAL AT PEDESTRIAN CROSSWALKS AS NOTED ON PLATS` EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE, LOCATION FOR STOOPS, STAIRS AND/OR RAIIIPS THAT MAY BE REQUIRED. RAMP PAVEMENT FLUSH WITH THE TOP OF STOOP. 6'0 PPE BOLLARD TMP. SEE ARCH. PLANS Aft Irk WOO 1 i•' EXISTING SEARS .r. .r. el 06 COMO .1 000 00 00 .00 00 0.000 oisi .• . 0000000600000006000000066000000000000000 �W..o. : . _. '. .• ....so . • ..V 000000000040:0'este . .Y.00000 •• 00000000Z0000000000000001‘. N• • 000000.640000000660000066006.00.1..60000006�•._ . :. • 0000.6006000000•••••••••00000••001000 .. ':••este .. _. este .. este.... .••••)• : �•`- pry -0 • ... . . : .... • . este este.... este . ••••••••••••••••••••••••••••••••••••••••••••••••••••••• . ▪ este.... •" ...• 0000..... . ' 0000 0000.... 0000..0000•.-....• .................. • - •.....i• ./. L__ 1.1 it 11 •�, • / 41 It It 1 .011.1.10 It .• - 11 - It 7 1 l Is! i m --a — -- w . so–ion —. -sNue - 0-14 • • kOMMMEimmw - - - s AT GRADE DELIVERY DOOR LOCATION. SE ARCHITECTURAL PLANS FOR EXACT SIZE AND LOCATION FOR COORDINATION WITH OWL PLANS. CONCRETE COMPACTOR PAD. REFER TO ARCHITECTURAL PLAN FOR D(ACT LOCATION AND SLOPE. CONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE VATH LOCAL POWER COMPANY FOR DETAILS. SEE SHEET (-2.1. (,i ) ACCESSIBLE PARKING SPACE TYPICAL SEE DETAL SHEET FOR ACCES9OLE PARKING SPACE SIZE, SIGN AND SYMBOL ('VAN' -INDICATES VAN ACCESSIBLE SPACE) �® 8' WOE PEDESTRIAN CROSSWALK. EDGE LINES PANTED MIN NTH NW STRIPING PANTED S115L/4' AT 2'-0' ac. PERPENDICULAR TO EDGE LKS` May WY 18' CONCRETE GNB AND GUTTER TYPICAL .10 ON N�EW CURB CURB RAMP DETAIL 0NRE1E SUEMA[K • J 1 • • MIS 9513 1 1E111 CO PANTED DCTIONAL ARROW TYPICAL -SEE DETAIL SHEET (-1-2) UGHT POLE BASE (TMP). REFER TO SITE UGHTNG PLAN. SEE SHEET (-2.2. 6' HIGH 1!000 FENCING Cr_.) 'STOP' SIGN 12' STOP BAR (TMP) Ark ark til ' •; " r ♦ - • - x • .046 • . i .010 0016 .01116 LEGEND i D •.• • ••• • • • PAVEMENT NEW PARKING STRUCTURE CONCRETE CURB NUMBER OF PARKING STARS PER ROW LIGHT POLE AND FIXTURE UGHT P011 AND FIXTURE UGHT POLE AND FIXTURE FUTURE LIGHT FIXTURE CITY STREET LIGHT POLE AND FIXTURE GRAPHIC SCALE • • (UMW) 1Ink -w *. • DOUBLE YELLOW SOLD UNE 4' PATTED STRIPSIC SINGLE YELLOW SKIP UNE 4' PANTED STRIPING SINGLE MUTE S0L1 LINE 4' PANTED STRIPING OZ CONCRETE PAVEIEi1i SNGH.E YELLOW SOL UNE 4' PANTED STRIPING flYOF1t*ARECEIVED OF TOMO, r1.* O6 PERMIT Waal 633 Southcen(er`Moll Tuliwio, WA.. 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 IHS DRAINS IS AN INSTRUMENT OF SERMCE. IS AE PROPERTY OF DE ARCHITECT AND MY NOT EE REPRODUCED IIIDIOUT DE ARQ.1ECT'S PERI.SSON AND UNLESS DE REPRODUCTION CARNES DE ARWTECT'S NATE. AL OE9GN AID ODER REO INADON SHO!! ON DE ORAIRIG ARE fOR 115E ON DE SPECIFIED PROECT OILY AND 9W1. NOT BE USED OTHODDSE %IDIOUT TIR1T1EN PERMISSION FROM DE ARCHITECT Registration No. Consultants 1144 Eike Ave. E. Shite 601 Seattle, WA 98109 1 T (206) 522-9510 F (206) 522-8344 vmo.PAd.Ne. oN Approvals: 9OwMEL!E .toovJr+.rcO nAY 1 1 ZC06 City Of nn rSrnn� Ri 11111TH, No. Revision Date - PERMIT SUBMITTAL 12-12-2005 A 0 Sheet Title SITE PLAN Job No. Date Scale f 1