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Permit D05-305 - MCDONALD'S
r GENERAL NOTES KEY PLAN NO SCALE I. ALL CONSTRUCTION SHALL COMPLY NTH THE 2003 INTERNATIONAL BUILDING CODE YI/ WASHINGTON STATE AMINE DMENIS AS ADOPTED BY TIE CITY OF TUKWILA, TIE AMERICANS WITH DISABILITIES ACT, WASHINGTON STATE ENERGY CODES, AND AU- APPLICABLE LOCAL CODES t STANDARDS. 2. CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC„ AND AS SOON AS DISCOVERED SHALL NOTIFY TIE ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO PROCEEDING WITH TIE WORK 3. ALL ITEMS MARKED 'M.G.' ARE NOT PART OF THIS CONTRACT. 4. LATHING, PLASTER, AND GYPSUM WALL BOARD SYS11345 SHALL GOIFORM TO CHAPTER 25 OF THE 2003 IBC. 5. DO NOT SCALE DRAMS% DIMENSIONS GOVERN. TIE CONTRACTOR SHAU. NOTIFY ARCHITECT IMMEDIATELY OF ANY AND Au. DISCREPANCIES. 6. ALL DIMENSIONS ARE FROM FINISH FACE OP WALL TO CENTERLINE OF EXISTING COLUMNS OR FINISH FADE OF EXISTING HALL. IN..E55 OTHERWISE NOTED. 1. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF TIE WORK THE DETAILS SHALL BE 1HE SAME AS FOR 0T1E2 SIMILAR WORK 8. PLORE DEVICES OR ITEMS OR PARTS THEREOF ARE REFERRED TO IN SINGULAR, IT IS INTENDED THAT SIGH SHALL APPLY TO AS MANY SUCH DEVICES, REM OR PARTS AS ARE REQUIRED TO PROPERLY COMPLETE TIE WORK. q. CONTRACTOR SHALL VERIFY ALL 'BULDIN6 STANDARDS' WITH BUILD/VP LANDLORD PRIOR TO BE&INNIN6 ANY WORK UNLESS OTIERYLISE NOTED. HOWEVER, THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM THE CONTRACT DOCUNENTS WITHOUT THE ARCHITECT'S WRITTEN APPROVAL THEREOF. THE CONTRACTOR MATES TO DEED, INDEMNIFY, AND HOLD THE ARCHITECT IARM.ES5 FROM ANY CLAIMS ARISING AS A RESULT OF UNAPPROVED CHANGES 10. IT SHALL BE TIE RE5PCI51BILITY OF THE CONTRACTOR TO LOCATE ALL EXi511NG UEIUTIES WHETHER S OP% HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE TIE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTiUTIES OR OTHER PROPERTY DAMAGED BY OPERATIONS M GON.IRNGTION WITH RE EXECUTION OF HIS WORK II. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REAUIREPENTS OF ALL UTILITY COMPANIES ITNI.l:56 OiIERWSE NOTED M THE PLUMS AND SPECIFICATIONS. 12. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL 8E LEFT 114 A GLEAN (BROOM) CONDITION AT ALL TIMES 13. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE 9AFE1Y OF THE OCCUPANTS AND WORKERS AT ALL VMS. 14. APPROVED PLANS SNAIL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY ANY WORI04IL ALL CONSTRUCTION SETS SHALL RFRECT THE SAME INFORMATION AS WELL AS ALL REVISIONS, AMENDA, AND CHANGE ORDERS TIE CONTRACTOR SHALL ALSO MAINTAIN IN 600P CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS, ON THE PREMISES AT ALL TIMES MRCS ARE TO BE UNDER THE CARE OF THE JOB 9U'ERINTOVE NT. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TIE COMPLETE SECURITY OP THE BOLDING AND SITE WHILE JOB IS IN PROGRESS -AND UNTIL TIE JOB 15 COMPLETED. ?b. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE 0) YEAR AMER COMPLETION, UINL s& OTHERWISE SPECIFIED, AHD SHALL BE 5O STATEN 114 CONTRACTORS MITTEN PROPOSAL AND AGREEMENT. ALL REPAIRS, GORREGT10N5, DISCREPANCIES, ETC, MUST BE MADE WITHOUT ANY ADDITIONAL COST TO TIE OYVNER AND WITHIN FIVE (5) DAYS AFTI32 NOTICE IS 61YBN. 11. ALL OPERATIONS GOIVUG1ED ON THE PRB45i'S SHALL NOT BE MEMORABLE BEYOND THE PROPERTY BOUNDARY LINES BY REASON OF NOISE, STEAM/, ODOR, FUMES, 6ASt:S, SMOKE:,, VIBRATION(, HAZARD OR OTHER CAUSES. IN ADDITION, TIE CONTRACTOR SHALL MINNIE D$SIU'fIONS OF ADJACENT TENANTS VUE TO NOME, ODOR, CORRIDOR FUMES, OR VIBRATOR ALL G0t44GN LOBBY AND CORRIDOR SPACE SMALL BE KEPT CLEAR OF DUST, DEBRIS, AND GONSTRUGTION MATERIALS AT AU. TINES COORDINATE CONSTRUCTION SCHEDULE NTH BUILDING MIIANIA6BVENT OFFICE I8. FtA)44ABLE LIQUIDS SHALL NOT BE PLACED, STORED, OR DISPENSED IN THIS OGWPANCY EXCEPT AS PROMO® RN NLFPA STANDARD 30 AND TIE CURRENT UNIFORM FIRE CODE PUNT MAY BE RB9 /RED. M. UPON G0tWLETION OF CONSTRUCTION, GLEAN ALL SURFACES. 20. MAINTAIN ALL EAT PA1IW YS DURING CONSTRICTION. 21. PRIOR TO TIE START OF CONSTRUCTION, R SHAH BE 11E RESPONSIBILITY OF THE 613182A1. CONTRACTOR TO OBTAIN DEMODUTHON PERMIT FOR ANY REQUIRED DEMOLITION WORK FROM 11E LOCAL JRISDIGTION AND TO G01fLY NTH THE FEDERAL REGIMENT OF A58E5TO5 ABATEMIBNT. ASBESTOS S Y 15 REQUIRED BEFORE RENOVATION OR DEMOUTUON. 22. PATCH AND REPAIR ALL EXISTING SURFACES AS REQUIREp BY PO IOL.ITION AND NI31 CONSTRUCTION TO RECEIVE MI 5CIED L D MMES. ALL SURFACES ARE TO HAVE LKE -181' APPEARANCE 23. CONTRACTOR SHALL VERIFY ALL ROUGH -N AND OTHER D11435IONS FOR EiGUIPMENT RIRMSHED a! HIMSELF OR BY OTTERS. 24. Ru i:i 1TIVE FEATURES ARE DRAM GI Y ONCE AND SHALL BE COMPLETELY PROVIDED AS IF DRAMA 114 FUN. 25. IF HAZARDOUS MATERIALS ARE POW TO EAST ON THIS PRO .MT, TIE CONTRACTOR SHALL CEASE ALL WORK RELATS) TO THE HAZARDOUS MATERIALS 4 IM4WIA1aY NOTIFY THE mot IN ARMS CF TIE CIRCUMSTANCES. 26. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE M1W>FALTUZ62S LATEST RECOWENPATIONS OR 1RIT18N DIRECTIONS. S. IF CONFLICTS EXIST, CONTACT TIE CONSTRICTION HARMER FOR Gf ARIFncAT1(1I6. 21. IF REWIRED, A CONSTRUCTION BARRICADE SHALL BE INSTALLED BY TIE CONTRACTOR, PANTED, DETAJIm AND ILUUNINATED AS REWIRED. NO 516N5 OE)E2 THAN THOSE MOTORIZED BY THE CONSTRUCTION M .ANA6e YILL BY PERmITTED ON TH 5 BARRICADE. 28. THE CONTRACTOR SHALL BE RE5PON518LE FOR ANY A>D ALL SHORING, ERAC.IN6, OR OTHER 11 ORARY STRUCTURAL 5iUPPORTS AS MAY BE REQUIRED AND SHALL BEAR THE: COSTS OF ANY HNSKE RIMS THAT MAY BY RECURED. 24. THE 613ER L CONTRACTOR AND 115 5113CONERAGTORS SHALL PERFORM MOW THAT DOES NOT ANTS P111 NORMAL OPORATIN6 BI PE56 HOURS OF THE STORE YORK TWIT ALL REQUIRE OFTFR.QFPT1ON5 OF OPWATTONS SHALL BE PERFORM) DN6 HOURS s AL ANTICIPATED OJBRTitf REGURED SHALL BE WAIVED I N THE BASE BID! 30. 591019 A GONFUGT OF 1bFOlMTTON EXIST IN THE COAST. DOGUNTBNTS, TIE CONTRACTOR SHALL STOP WORK *E THE AFFECTED AREA AND CONTACT THE ARCHITECT 1MMEDIATD.Y. 31. .HOB SITE SAFETY: TIE ARf,,1ITEGTI1 NSQNEER WAS NOT 84 RETAINED OR COMPENSATED TO PROVIDE DESI6N AND,40R CONSTRUCTION REVIEW SERVICE'S RELATED TO TIE GOMRAGTORS SAFETY PRECAUTIONS OR TO MEAN% )+EIHODS, TECH1I E5, SEQU@K.E5 OR PROCEURTS FOR THE CONTRACTOR TO PERFORM HN5 YORK. THE 1 R TAKING OF PFPtIODEG 9TC VISITS BY TIE ARCHITECT/ ENG/MEER SHALL NOT BE CO/6TRM AS SUPERVISOR OF ACTUAL colt 1 Jcr0N NOR PACE HILT Re5P016BLE FOR PROVDIib A SAFE PLACE FOR HE PERFORMANCE OF MORK 6Y Ti£ 00h1RAGt0R SUCA,'TiRAGTORSa, SUPPLIERS OR TIER @f'LOYEESa, OR FOR ACCESS. VISITS, UFO YIOR<, TRAVEL OR OGOPA1CY BY JVIir PERSON. 32 CO40: '1045 OF USE: ITESE DRAM S'S HAVE 61 PREPARED SOLELY FOR LEE HN1 TIE REK E L OF THE 045T/45 STRUCTURE LOCATED AT 16501 SCANICENTER PKWAY, T.KML A, 11A. TOESE DRANNFl5 SOLALL NOT EE USED 14 ?VOX OR N PART, FOR FABRICATION OR COteTIRUCTION AT ANY OTTER LOCATION ?MOUT TEE PRHTTEN GCHEM OF THE ARGHITECTA345I EER 33. THE CONTRACTOR SHALL 1313J?E THAT 1H15 PROTECT MV ALL CONSTRUCTION ACTIVITE'5 R13.AT 2 THERETO 5ty1LL CONFCTRM PI1H LOCAL, tRE9ONAi., STATE AND FEDERAL. RE6ULATIO16 PERM/6451x 06111113055, DISPLAGNN6 ANDIIOR REMOVAL OF ASEIEST05 OR A6EIE'STOS- COIiTARRIS MATERIALS. NOTE VECIFHGALLY THAT FOR PROJECTS IN WIAEHINSTON STATE TIE CONTRACTOR SHALL &WOW NTH THE REQuatEmous OF THE ?WET 50120 WAN AIR MERCY OR TIE APPROPRIATE A6elGY *won* INSFEGTIa4, CERTIFICATION AVD NOTIFICATION. 1 1 1 1 1 1 i 1 .0111111•111es 1-- 4 111111■1111■r • Nr W '1616 LL8{ .G8' P06'30 EMIT of YORK l 1 1 1 1 1 1 GENERAL NOTES (con't) VICINITY MAP PROJECT DATA TENANT IMPROVEMENT FOR MCDONALD'S RESTAURANT REMODEL 16501 SOUTHCENTER PARKWAY TUKWILA, WA 33. ALL EXPOSED GYPSUM BOARD TO HAVE METAL EDGES AT ALL GORN825 AND WALL INTORSECTIONS. 34 ALL GLASS AD 6LAZIN6 SHALL COMPLY NMI CHAPTER 24 OF THE 2003 IBC. 35 FIRE EXTINSIASEReft VERIFY LOCATION, T (FE AND SIZE MR FIRE MARSHAL REQUIREMENTS. CONTRACTOR TO PROVIDE ALL TEMPORARY AND PERMANENT ENT FIRE EXTIASUISHERS RECURED UNDER NFPA 10 MOST RECENT EDITION AND APPROVE=D BY THE FIRE MARSHAL. CONFIRM AGGEPTABIUTY OF LOCATION NTH MEWS NATIVE PRIOR TO INSTALLATEOIL PROVIDE MASHED GABLE S TO MATCH WILMS STANDARD FOR EXTINSUISHERS EXTINGUISHERS AT ALL EXPOSED LOCATIONS. 36. ALL DRAPES, HAJN6IN65, GI RTAN% DROPS, AND ALL ODER DEZORATWE MATERIAL, INCLUDING CHRISTMAS TIMES THAT YIOULD TEND TO RNCREASE THE FIRE AND PANIC HAZARD SHALL BE MADE FROM MATERIAL, OR SHALL BE TREATED AD MAINTARW IN A FIRE RETARDANT CONDITION BY MEANS OF A FLAME RETARDANT SOWUON OR PROCE56 APPROVED BY THE are OF 1U Y4LA FIRE MARSHAL PROVIDE A CERTIFICATION TO THIS EFFECT. A. EXIT DOORS, EXIT U6KTS, AND FIRE LOCATIONS SHALL NOT BE CONCEALED OR OBSTRUCTED BY ANY DECORATIVE MATERIAL B /414114/4 FLAME SPREAD CLASSIFICATION OF INTERIOR F 45EES SHALL. BE PM CHAPTER b OF TIE 2003 IBC. AL FOAM PLASTICS SHALL COMPLY WITH TIE REGUMVENTS SPECIFIED IN CHAPTat 26 OF THE 20031BC. 31. ALL LAY-IN N ACC STIOAL GEEING GRIDS AND UWHTRN& SHALE. BE INSTALLED AND 56GURE P F TIE PROVISIONS OF ASTM G 655 AND ASTH G 636 38. SPOON GOMPLETHON OF CONSTRUCTION, GLEAM M.L. SURFACES INGUV1b RUMOR SIDE OF ALL EXTERIOR PB4REFE:R WON& 34 ELECTRICAIL. ROL H-IN JIJD PUS ItabHHN ARE FOR THE 6EN ERAL OFORM ATION OF TIE CONTRACTOR EXACT LOCATIONS SHGU.D BE Vim. 40. ALL GAa.N6 AND )112/16 NOT RN COMM OR FV_L SURROJV GABLE TRAYS SHALL HAVE A FLAME SPREAD RAMS OF NOT L1'56 THAN 25 AND A SMOKE DE VEL011 f RATING OF NOT LP56 THAN O. 4'- ME,GIMNGAL, PLUI43INS, B.EGTRICAL, AND FIRE SPFRESSION SYSTEM OF ), SHALL BE swot VL:ai6NV F ULD TIE CONTRACTOR 91I1LL BE RESPONSIBLE FOR OBTAINING THE CORRE'SPEONDW6 PMTS FOR HOW. TIE PROPOSED SYSTEM DESIGN 1 PETHHOD OF OPERATION FOR ALL f000/5 SHALL BE REVVED ND APPROVW BY TOE OY6Nl:R PRIOR TO 111E START OF MY PORK. 42 ALL ITEM Weave) PITH THE FOLLOWS SYMBOl,(PD -)0O, SKILL OE USED IN GO L UGTTON ) 1H THE AGG Sft.1Y 609E CONFLLANGE REPORT, DATED FEBRUARY 4, 2005, FOR 1H>t5 STORE Ns damps midi M nods esdm ewe pin subnIttd volliont pier approval of NOTE Wain' se twos a id not Wide p wows law 1 f,,1 1000FT. 2000FT. 1rnNt �--346 Plus twist app oval Is subject EIO ma and dI11isbllEl< Opproad of aonorucuo i doomed" does not a,N uliii the *Mon tS accepted coda Q adhanm. hicept of approved ± -s- • H admagidgik City of lidavila BUILDING MOON PRO.EGT ADRE56 60V9RNIN6 CODE OCCUPANCY GOILSiTRUGTECRI TYPE 1650150UTHGBNTER PKWAY, TUKWILA, YA 48188 2003 IBC 1V WASHINGTON STATE AVERMENTS AS ADOPTED BY THE UTY OF AMA, WA A2 V-B (bISTTN6 CONSTRUCTION) VALUATION s5opoo ENSTINS 61JLP N6 AREA 484 S.F. USE: FAST FOOD RESTAURANT (bQ5TINS) PROtEGT ARCHITECT PROEM HO ARCHITECTS, ING, P5. 10440 NE 33RD MACE, 9 APE 202 013.LEVIE, WA 48004 PHONE: (425) 1321-2100 CONTACT: CMS HOPE SIERRI MERE* PRO.ECT MANAGER REVIEWED FOR CODE COMPLIANCE A+aoonuc,n MAR 2 2 2006 .2...41w Qv City Of Tukwila RI III nay? nAn1Trim t4WCWALT S CORPORATION- NORfl EST REGION 10220 NE POINTS DRIVE SUITE 300 KHRICIAND WA 98093 MOW: (425) 821 -4700 CONTACT: DAVID LBKY RECEIVED oPTUIONILA MAR 0 2 2005 PERMIT WATER DRAWING INDEX CV COVER SHEET F PLAN 2 DETA S/ NOTES SP-2 SITE PLAN 501 502 503 N A2 A3 A4 AS A6 Al 511E DETAILS SITE DETAILS SITE DETMLS 04342.61014 PLAN FLOOR PLAN EXTERIOR F3ENATIMS GETPAS 9.1/43/15/ B.GGTRCAL PLAIN PER-ECM :0 GE1016 9)14 ROOF FlAt4 DETAINS STIR KEIEAL OR 54 GEIBRAL NOTES, WG110NI, STORE # 04250 BARRIER REMOVAL DRAWINGS REVISIONS 8110105 PERMIT SUBMITTAL 9107105 OWNER REVISIONS 12127/05 PUBLIC WORKS COMMENTS 12/27105 BID SET 1111106 PUBLIC WORKS COMMENTS 2106/06 OWNER REVISIONS REGISTRATION WH • f • DETAILS 1 Ln SPATE OF vasSIOGTIN EREIHEIT & HO ARCHITECTS, INC., P.S. sp. DIE =Ma AM 114 11111111ac�,o..A15a20 sew DRAM BY: C,2U.T DATE 061005 PROJECT NO: J36204 1R11f DATE Oralt06156EI DEiAMe %M,ELTI: POS-2 N Man SHEET CV Copyt41 MOS Rebel S Ho kch acts. Inc, P.& i r ADA SITE KEYNOTES AD-01 DDl0L.1SH TIE EXISTING VA PARKING STRIPRdG, CM RAMP, MV PARKNG 51004f, AS SOW STRIPE NEW BARRIER - FREE PAWS* STALLS, AS SHOW+, NEAR P *4W AGGESSIDE.E BUILDING Elff!W e 0 TIW.. ). PAINT NTT MATI014AL SM OF AC.GaIBILITY AT EAGN B -FREM PARK.W STALL SEE DETAIL 10/503 VERIFY F.XSTING PART * AREAS TO BE NOT 6REA7M THAN 2% SLOPE IN ANY OIR6GTTOK . ® STRIPE AGCE% AISLES, AS SHOWN. MML 60' AISLE AD4VW TO EACH WMM -FREE 5TALL 4 ONE TO 8E W KDE MILL FOR VAN M<eWlBLE PARWNG. AISLE FROM PARKING 6 TO BULDING TO BE 44' WIDE MINJMl1M. ® PROVIDE AT LEAST ONE V1W -ABLE' AGGE56 NSLE TO BE 46' NVE MK AS 9401'W ® REPAVE EXISTING BARRIER -FREE PARKING AREAS TO BE NOT &MAIM nM .0 .NAPE M ANY DIR rON. ADJAGW ACCE56 AM ES SHALL BE 60' WDE MIN. VERIFY EXISTING SLOPE IN FBI INIMO TON IS LESS TITAN 5% AND THE CROSS SLOPE 15 2% OR LESS. ® PROVIDE Ate INSTALL VL3tM& STALL VAS FOR FACH ONUUM -FRCS PARKING SPADE. SEE DETAIL Vw. ® PROVIDE AT LEAST ONE vAN ACMSSWW S" FOR VNI MCE5618LE BOMM - FIRM PARKING STALL AD0GAC9II TO 46 WOE AML. MOM AISLE. SEE DETAIL I/SDI. ® STRIPE AICCES6 A15LE FROM BARRIER -FREE PARKING TO BULDING, AS SHOW! AISLE SHALL BE 44' WIDE MIN. VOW EXISTWG SLOPE IN RUN DIRWTION 15 LESS THAN 5% AND THE CROSS SLOPE IS 2% OR U56 INSTALL DETECTABLE WARNIN66 AT EXISTING CURB RAW. ADyI INSTALL INTERNATIONAL. SYH30L OF ACCESSWILITY SW"E AT EACH A ESSOLE EN RANGE ADJACENT TO AC 4 5618LE PARKING. SEE DETAIL WAS Q gSTALL DIREGTIONJV_ SW"E AT ANY NON -A eSGIM E 00011. SEE DETAIL gIA5. ADJDST . AD-S WSTAL.L SPEb MEARING IMPAIRED SWUM ON DRIVE-M GAD. Alb EACH DRIVE-7M SERVICE MVOK SEE DETAILS 1405M AND 560. PICTURE MENU, CLIPBOARD AND AD-14 114STALL MM RAMP TO PUBLIC Ri6HT -OF -WAIF. EOM MAXIM Rl*N* SLOPE TO BE NO f REAT6t THAN 83% 0:12) CRO.L''a SLOPE TO BE NO 6REATER THEW 2% 0:12). LANDOWS TO BE LOGAT® AT MTOM AND TOP OF RAM' AND AT ANY CHAN6M IN DIRECTION. LAWW55 TO HAVE A CLEAR LENGTH OF b0' MIWKK MAXWW ALLOWABLE SLOPE AT LANMN6 I5 2% 0:48). HAND RAILS TO BE METALLED ON WIN SM OF RAMP AS FWMW ftERE RISE OF RAMP 15 6REA7M THEN V IN N360. MfA)QMUM RA-P RUN BEFORE LANDING Ef�II 4 5 30 SLR DETAIL 54501. 4 Q SITE PLAN NOTES (CONT) ( EN) DEMOLISH OLD LWIT POLE AND REPLACE WITH NEVI ME NTN SPOW W" LWIT, SEE DETAIL 20501. I1 XTU M PER MM VBtIFY W/ MCOONAI.DS PROJLCT MAWER IF BLUE'S ARE RB15AKE. IF R[R ACED, SM DETAIL 40501. ® PO4OLM OLD LIGHT POLE AIV REPLACE NTH NW POLE NTN DIAL HEAD LWIT, SEE DETAIL 5W. (°IXTIIRES PER ON00. VERIFY VV M=04ALDS PROJECT HARMER, IF BASSES ARE RIXISABLE. If REPLAM, SEE DETAIL 4/501. SP-OS INSTALL NW Poll: NTH DUAL HEAD L160T, SEE DETAILS SW AND 4W. MXTUIW'S PER Ortm. 5P-Oq RELOCATE PRESML BOARD, GAD, AND MEND BOARD AS SHOWN TO ACCOMMODATE NEW GASH 8007H DCTEISM 4 VICINITY MAP No SCALE LEGEND SOUTHCENTER PARKWAY in N ui N r W Rn N 0 01 co G J PLAN L SITE SCALE: r = 2A-Or O �10 0 4 0FT. NEVI CONCRETE COMING EXISTING CONSTRUCTION TO BE DEMOLISHED BUILDING SETBACK mm STRIPING � n K { � �� OR C V 1� - - A ODtlTgNF� NM PAVING MAR 2 2 2016 NM L.AN -%APLM6 '4a VEHICLE y pfTukwila ' ,I jymr Iry '- T ZONING -TUC mmLA1PBAW cmw PROJECT DATA: LOT AREA 58p05 SQ FT MTAURMI. 4,84 Sr-. m, FAST FOOD RESTAURANT OCCUPANCY: A-2 TYPE OF CANSTRIDGTim V-D PART &O = 4 SPACES✓ 1000 UFA = 14 STALLS (FM 3; 1 18 SF. MM LE FLOOR AREA) EXISTLI & PAR0CING: 53 STALLS ACCES6WE REt MML 3 STALLS MASED ON 53 STALLS FROVIDIM) ACCP560LE FROM M. 3 STALLS SIGN LEGEND: A O - FP-43 MENU e0mv A RHAGATeD) © - GAD_ 0 RELOGAT®) GO - PRE✓S@l BOARD 0 R ELOCATM) o -wr y EO - �COl[' 6ATB 0 NB'O O - NO'T USED O6 - 'THAI, YOIr BOLLARD SIGN 0 Nt3V SITE PLAN NOTES SP-A RBCOAT ALL DORM A&'%MT HIM NEW A SPIM TC LAYM RI Mff ALL STRIPM FDt SITE FLAK PAWFS TO SE TRA M YBJU ML OR TRAFFIC MTE C1 COAM VOW VCTL3tf 1N NdXNALD"S PRWEGT HA1iA R 5P�2 ALL D05TLN6 DcIDtKJR a6IrA6E vET�Pr EXACT EXFBIf MW MGDOKALD5 FP4JECT WAN 6M PRIOR TO COW TVPWA- SP-0!3 LWAIR DOSTW TT?AW CORRAL VDWY EXACT DCM OF WA1IRS AM RESTORJ► M 11! HkVaVIT S PROIJW MA MM PRTOf TO N MC1 FOR TRASH 0414 L 6AIM RWAAV Sim DETAILS 2*1'S' Z 2b11" t 2 a5D2. NM TRAM CORRAL VIM COMM T0. NN MLJX* F IIIISHM f • 0 GENERAL NOTES w Ole a to H W 1. CONDUIT MID VIKING FOR ALL NEV i RELOCATED SIGNAGE H ~ CITY 2 2066 Q ARE BY THE GENERAL CONTRACTOR. C4 r a a a a a 2. BASES, ANCHOR BOLTS, CONDUIT. AND WIRING FOR ALL OTHER L ' �` �` t& L_ SIGNS ARE BY THE WERAL CONTRACTER. a z a PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT D LOCATIONS SHALL BE DETERMINED TO ALLOV FOR THE MOST LEGEND a F ECONOMICAL INSTALLATION, Z Z F 0 H H DUSTDlIG ELEVATION --- E3 v 4. THE CONTRACTOR SHALL COORDINATE VITH ALL UTILITY COMPANIES tai TO DETERMINE EXACT POINT OF SERVICE CONDECTIW AT EXISTING PROPOSED ELEVATION UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING p H r K U DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES. AND , PLAN SCALE: 1' = 20' STREET ADDRESS 16501 SOUTHCENTER PKWY. CHTlCUITBNCa a- W 4 Lai > > DATE & FINISH VALK AND CURB ELEVATIONS SHALL BE 6' ABOVE FINISH W Z tj Li Z PAVEMENT. A O_ I COUNTY PLATY CHECKED C_7 KING COUNTY AS —BUILT W Y REGIONAL DWG. NO Y y 6. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6' BELOV > 0 0 O > TOP OF ALL VALKS MID CURDS. FINISH GRADING. LANDSCAPING, oc 3 3 Ld Of AND SPRINKLER SYSTEMS ARE BY THE OWNER/O'ERATOL ar U W U & W J W 3 0 3 E3 O_ Cs Cl_ o V) o o 1,0 %0 W o -%. o 0 M- aHa � f- n (U n N I :3 � ` � N N .-. Al 1 W •.• lV CM rt !Y r -1. H 1 D I PAVING SPECIFICATION I OUNI" 3' TOTAL COMPACTED ASPHALT THICKNESS) MOTE* MCMUNAI D'S ENGDEER RESERVES TEE RIGHT TO REQUEST A COMPACTION TEST ANDIOR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER AWVE SPECIFICATION, IESTS WILL K AT THE £DENSE 13F McDEMMIM OTHERWISE, GIw VW. BE CHARGED. LOT LIGHTING RECOMMENDATION PARKING INFORMATION TOTAL 45 9-0 X 20r -Or O 6W SPACES SPAS 8 9-0' X 18'-0r O 90 SPACES 53 UTILITY INFORMATION SIZE TYPE LOCATION SANITARY SEVER WATER STORM SEWER ELECTRIC GAS 0. FREINER I : " OL l l u u - J , X <w l ll ,7 � o o CD D 0 0 z & 0 a O 0 c 3 R W A 2 D p� Z Y 0 3 0 of 0 W W Ld I W of o O � -i F 3 W O to [] HJ fa a vi A y o ac t M & T tj 0 oc of ova O v Z 0 vi °z N z� coo a i 0 H a a a a ta co) ta y W 1L. A LL. Q o a SURVEY INFORMATION a W CITY 2 2066 Q C4 1IAR 0 F powcomEs CR! N f a z D y LEGEND a F Z Z LOT LIGHT 0 13 LA30 a 0 H DUSTDlIG ELEVATION --- E3 v r= PROPOSED ELEVATION H r K � 'J r o , PLAN SCALE: 1' = 20' STREET ADDRESS 16501 SOUTHCENTER PKWY. 4 CITY STATE STATUS DATE BY TUKWILA WASHINGTON PRELIMINARY I COUNTY PLATY CHECKED KING COUNTY AS —BUILT REGIONAL DWG. NO ICORPORATE DWG. NOL 46 -069 , 0 SP -2 s a _.mmaj 04250 r I I qw f 4 • k dr 1 TENANT IMPROVEMENT FOR MCDONALD'S RESTAURANT REMODEL 6501 SOUTHCENTER PARKWAY TUKWILA, WA STORE #04250 REVISIONS 6110105 PERMIT' SUBMITTAL 9107105 OWNER REVISIONS 12127105 PUBLIC WORKS 2' -8' T-10 I/2' 12127/05 BID SET 1/11166 PUBLIC WORKS COMMENTS A 20M OWNER REVISIONS REGISTRATION 20 INCANDESCENT L 16W F I XTURE ( OPTIONAL) (4) 3/4 x 3'-0" PL TS 2.5x2.5x. 00 'TUBE. A5T" A50D ANCHOR BOLTS W/ 6RWE B 3' HK, ON A 10* I /4 6ALVAN BOLT PATTERN + YE CHAIN WITH EYE NO7E, BOLTS BOLT PATTERN (6.6. TO VERIFY W/ ACTUAL - 4 a POLE BASE PLATE) _ PIPE E W M I T" END CAPS a ; 3/16' T6062 _ (2) 3/4' CONDUITS H ALUM I NUN 1 (. 133) PI PE AST" A53 6RADE B L I6HT POLE, FURN I SHED 4' (.231) PIPE AST" BY MGDONALD 5 AND A53 6RIlDE B INSTALLED BY EXTERIOR }' X LI6HTIN6 CONTRACTOR W SLOPE TOP TO 5HED WATER; SIMILAR TO 3 /SD2 _ 3 5D2 ( 4) 3/4"4o x 3'-0 ANCHOR BOLTS W/ 3' HK, FURNISHED ` ° BY EXTERIOR L 16HT I N6 : = 6RJ►T SUPPLIER 4 INSTALLED BY a (2) 3/4' GONOU I T5 FURN I SHED •_: • - ' a 4 INSTALLED BY ELECTRICAL �' •i 4 C *4TRAGTOR AND C.ONNEGTED i {# ` BY EXTERIOR LI6HTIN6 CONTRACTOR •NOTE. IM 'GATEWAY' SIGN SHOULD BE PI-ACM SO IT I5 VISIBLE flaOH THE POINT OF B+ITR/VVC,E ONTO LOT. \ :. • :b a ' III \ `�, / / / / / �/� >`�� . _ �I ' L A /`�` /�, /`� �� /�� //� �•� SDI 6ATENAY 5 I 6N DETA I L .,� • - NOT TO 56ALE '• •� (4) #5 VERTIGALS W/ . � #3 TIES 0 12' O.G. ' VERTI GALLY a' a •e' -- POURED CONCRETE BASE BY 6.G., TOP 2' -O' PORTION TO Be FINISHED SMOOTH is► WITH ROUNDED CORN R5 2' -0•# FULLY sNIB.DED TYI:E L11t4Imfm ( 5Ef GUT %m) SECTION 4' STEEL ROLE, COLOR T NOTES : MATCH Fixnm f 1 . I F THE EX I ST I NG EARTH 15 NON - VIRGIN FILL MATERIAL LOT LW*ff 5U PLm- OR OTHERW 15E UN5U I TABLE TO SUPPORT THE BA5E AND SEGIAW L161MN6 SYSTEMS. ING_ Q LIGHT. GO45ULT THE Mr—DONALD'S 5011-5 ENGINEER PRIOR 3411 ILL TOl}1T' AVE 1 ° TO FLAG I N6 CONCRETE- UNGOLIC/4000, IL 60645 $D 1-8004.16HF IT T 2- FOUNDAT I ON DEPTH AS REQU I RED BY CODE OR TO ACA4 I EVE CONTAGT: STM FRIEDMAN 3. ADEQUATE SOIL BEAR I N6 GAPAr I TY . (5' DEPTH M I N I M'JM) . IF OPTIONAL TAPER ED STEEL BASE I5 USED, FILL 2' -0'4P p BASE WITH COhGIETE TO FORM TOP 2'-0" PORTION OF 6RI1VE n — r - i i REVIEWED FOIE L I6HT POLE BASE- CODE 00 I MAX 22 zoos ()f T uk rlan" �I 111 = 4 LI6HT BASE DETAIL 2 5IN6LE !-LEAD LOT LI6HT DETAIL 3/4 114 d DIAMETER env o FULLY 5EI3D® TYPE Lug M cur SST) � MAR 0 0 w STEEL Fom COLOR T MATCH FlX11w_ J-& IT LOT LIGHT 51II"R.LEiZ: _ 12' M scamw LI6NrI * SY51EIs, MG_ FM 3471 Y[ TOW AVE rr VAIWAGIAMS UW.OLNtliOOD, >L 601645 d 5P5G>F',f.,*T101� � 1-81004.1641 IT i TYPS CONTACT: STEVE FREM-INV �— _ � L 6RAM ; n 5 HANDRAIL DETAIL 3 DUAL HEAD LOT LIGHT DETAIL 5DI = 5DI 1 /4! - I qw f 4 • k dr 1 TENANT IMPROVEMENT FOR MCDONALD'S RESTAURANT REMODEL 6501 SOUTHCENTER PARKWAY TUKWILA, WA STORE #04250 REVISIONS 6110105 PERMIT' SUBMITTAL 9107105 OWNER REVISIONS 12127105 PUBLIC WORKS COMMENTS 12127/05 BID SET 1/11166 PUBLIC WORKS COMMENTS A 20M OWNER REVISIONS REGISTRATION D ARCW 1 : Fbm 0. FRE*W SUN OF FREIHEIT & HO ARCHITECTS, INC., P.S. s�.[�t+a Asa �eua.,a..�ss scores ORATIMOr Cil1 OATS o6rAm PROJECr Iq_ A05-2N pRKr olklE 020.06 -live oRA6M NUKE: 11 204 S01.0q �� SIIEU i i S D 1 covP XW F0WvM a M Ai kw. P -S. L� 11 0 1 DEMOLITION NOTES I ii l 1! i OFFICE CREW ROOM PN-IT LEGEND DINING I n STORAGE I I I I � KITCHEN I I 1 I k I i �I q l+ � ! ± o000 1 CASHIER #`- BOOTH "Aim I PRESENTER I'i k � CUSTOMER SERVICE „ 1 . ADA DEMOLITION KEYNOTES DEMOLITION PLAN I CM0FWivll" MAR n 2 20% SCALE: V4' = 1'-0' DEMOLITION KEYNOTES fem aceirs ® DEMOLM EXlSM6 HMS 4 ra'MS WSM40H MN.L CONS7TMT1M AS 5HMN ON SIFIEffAl. C.01WMT #M WJJ- AHD WALL, NEK ® R@ROVE 00506 CONSiTdaG" A5 5NM TYP CA- SM THE FLOOR A-W 9M AZ FOR MA"- 9107105 1. TiM CONiRAGTOR SWILL 3E RESPIO 688 FOR 1111. V&MrM VOW %MWS W TO IN*RHeU 12127105 RESTROOM PAIMONS MAWTAMM CN.EAFJWCES MT MEET ADA STANDARDS: REI TO ADA 413 M LL AND PARTITION FINISHES TO ® RB40NE Emu* RAN m AND iomnrON CONSTRxrm VBZII mv.T EmE NT OF FiJRNInn COMMENTS %.r:rI ++OW, AS SWPN N TIE V"066 I I } MATCH RUMOR DES" PACKAGE. REMAA'AL. S N - VA61; REIZE AHMM DESFV i OFFICE CREW ROOM PN-IT LEGEND DINING I n STORAGE I I I I � KITCHEN I I 1 I k I i �I q l+ � ! ± o000 1 CASHIER #`- BOOTH "Aim I PRESENTER I'i k � CUSTOMER SERVICE „ 1 . ADA DEMOLITION KEYNOTES DEMOLITION PLAN I CM0FWivll" MAR n 2 20% SCALE: V4' = 1'-0' DEMOLITION KEYNOTES fem aceirs l 4 s p • TENANT IMPROVEMENT FOR , MCDONALD'S RESTAURANT REMODEL 6501 SOUTHCENTER PARKWAY TUKWILA, WA STORE # 04250 REVISIONS ® DEMOLM EXlSM6 HMS 4 ra'MS WSM40H MN.L CONS7TMT1M AS 5HMN ON SIFIEffAl. C.01WMT #M WJJ- AHD WALL, NEK ® R@ROVE 00506 CONSiTdaG" A5 5NM TYP CA- SM THE FLOOR A-W 9M AZ FOR MA"- 9107105 1. TiM CONiRAGTOR SWILL 3E RESPIO 688 FOR 1111. V&MrM VOW %MWS W TO IN*RHeU 12127105 RESTROOM PAIMONS MAWTAMM CN.EAFJWCES MT MEET ADA STANDARDS: REI TO ADA 413 M LL AND PARTITION FINISHES TO ® RB40NE Emu* RAN m AND iomnrON CONSTRxrm VBZII mv.T EmE NT OF FiJRNInn COMMENTS %.r:rI ++OW, AS SWPN N TIE V"066 mm* caswmraT„ON TO RmJIII MATCH RUMOR DES" PACKAGE. REMAA'AL. S N - VA61; REIZE AHMM DESFV 2 MOOR TO M9,MflM WkMA1L CO!ORWOR TO V&T TIE SIZE AND VEIMY WENT OF OB`VJT*M. _. _ _ M M C01�H KWION TO BE DEMOLISHED AP RBIMZ OR ADD RESM40H DOOR H IWVIARE ftMR WFt6H PAVQ TO MEET Off ADAA6 STANDARD& POOR KIST BE OFEI A E 9t TO RHATED P92 FLOOR ® EMST2 6 DIl POTS � IVATBt VWEIME i MD SODA OWEN - .OG RAK SHEET A2. FEWW 56T ALL WIL IES. VIF. AClYTeS R5G RW FOR NE PI W%11 6T1ONL VM A CASED FIST. REFER TO ADA SECTION 4J3 t AD.DST 0001t C -5EFt5 50 THAT TFEY VO MOT EACJEW TEE 5 LES MA7Q.' N OPERATI*ib DOOR P PERIOD FOR DOORS SHALL 8E APJJ57W TO CEASE Di HOT LESS THAW 3 SECONDS FROM A 70' OFER Q DEHOLaH EMSMUS l4ECHAVC.�A L. CHASE MTRO OVERHEAD bTKHIES TO OE RELOGATED TO NEM SELF 3. PROTECT AW fTEIMIS TO R@ AN-1 A6A26T DAMAGE P.Fj%. ODMIPON AND CONSTRJGTIONL -- - - - EOWNb OVE O A7 CONST 44TION TO A FIOW 3' FROM THE LAWK REfOt TO ADA 4010 i 4011. SMICE OE" ME BAR SEE SHEET A2. 4. A1. PAK 6M FLOOR ThFS SHALL BE REFLACED REMOVE ADD RELOCATE E7Qano fIIZ#NA1m A6 SH0 tt M01mm 111TH A 104 HEIMT OF it TO w. TO mEET ADAA6 Yawy sen 4w ® vagoa EXISTING mmom LAVATORI/ r-Auc S sm 9. 40R PLAN st$T A2- CLEARANCE'S AT NEM MOM LOCATIONS. VBtIFY 1V OM ER F RO SAELE F NOT. MUM MAID TO BE A14 MCM STANDARD ® EMTITI6 HEND VALANCE TO REKMK 5. ALL EXSTD6 HOLES TWJ RMq FOR FD40VW C0LSTR 4T10I` TO BE PATCHY AID NE r1 FLOOR TILE 7{ &8ROOC I:0'. HWEI. 650 00 OR AFFRO`VED Ei12kN SEE 9/A6 FOR MRE IFOW4A710K �6TAI.N.ED TO MJ4T0�I E7QSTIi6. Q DQSTII6 PL.IIsTIG LAN�RNATE ON Di00Ra 70 i£ R9ri0VEi� PREPARE DaSTINb DOOR f�tAM�s AD-25 MD40VE ExiSTl* HNS t 11ON+815 TMU STALL K% JA STALL VOOK AIV PARTIflOI , AS SHOPK INSTALL MM TOLET STALL 1 qL TO FOR W" PAW `.M FLOOR RAN 94EET A2- 6. ALL M104 OR DAMMED MLL, FLOOR AND GEiLMS Fih"W M.ATMAL SHALL EE REPAY OR MATCH MTM WfERIOR RESTROOM 1iA1 LS AND CORM IONS. WSTALL NM TOM STALL FARM AND DOOR TO MATCH Ex6THS pwag REMOVE Ex5TM& MA N& WOM AND IMSTROOM T LE ROO.RMS AS FOR NE3K CONlraMICT!ON R9°LACED TO FOATOf EMSTINi5. CONDITIONS. N" TMJET STALL V M MOMS TO BE A MM UM W K 6Or AND CaWL.Y rM IWANlSI. SEE FLOOR FLAK PETAL )QA7_ ffR FLOOR PLAN SHET A2 I4EKOVE 143TROOK MLL TILE FOR NM AMENT T IA SEE SHEET A2 ALL ABAi�DUgFp i=�15T8�H� AV HORS Se LEE MW ALL 14�LL SRFJILES. 26 R@40VE AND lfF#AGATE EX�aTiN16 '� , 1i0ME�l5 AGC 6�.E 1'1ATB2 Gl,09ET ANO A560CIATEO R lV6 SO TIEAI. *LE C8�i9�IE ® ® R@ ADD RFLOWE MTINS 10TUM EL�PN�@Ii FM OYM RS MOM67M (VERIFY). OF TEE KG 15 IS' FROM TIE APJA CEM IIVILL DACE. FLIEIE WMPOLSTO EE ON TIE Mt7E SIDE OF STALL VEWY 1V OFMER F ® FD40VE COMM ClMTftr,7M AS SHOW SEE FLOOR RAN FOR IIDDITiO A . WOWATIOK SABLE IF HOT. FtXF W MJWQE TO BE AW1 4CAN STANDARD HArERA ADA EL LF X705100 OR AFFPDVED EaA' . 'SEE 9 VA6 FOR MOIL ® VDIOLM AND MfOVE ANY OWMMM AS WANW FOR NN91 CONSslWIM ON SIFT Al iNFOI�IATiOi ® DEHOLM E)QSM* MDiO!►'1 AS WMW FOR N X CONST!a1 "Of SEW Al VBQFY 1V Mt R F {� AIMMA EI°LACE Oft - MN6 HNI WER W*ET TO FfVOM AN ACQMft E SEAT HE6Hf eumEm IT i 14" AFF PER flE ADA. SEE PETAtL SAL.VAGEAO E. X/A7. ® PEMOLaH Emmo Commm Comm n%Tm DUFB4m s SODA Da waR AEs FOR NIDI ® DEHJOLNSH ONE LAVATORY HA V K Of EACH RESTROOK AS SH M VERIFY IV OM ER IF SALVAGEABLE. RELOCATE RB+AM0 LAVATORY Cl0*TR1GTION ON SI$T A2 VERY 1"V MIER F SALVAW&LE. SHOW A6 SHO LAVATORY CAIN = TO PROVIDE AVEMAITE KNIEE SPACE TO MEET ADA STANDAIM 1134EE SPACE AT LAVATAW TO ® D�,m EmTI16 uom FoRnm OF 1W.E AT P?� w tomm A5 SEN m TO ELEVATION 42` AFF sm N4i BE A K14 OF °W MDI , 2r AFF. AND V DEEP. LIIVATGRY C01S W 924 E 90W NOT TO � 34' AFF. REF#°R TO APAJ16 SEGTIOK SHEET A2. 41 42 FUS ES PER INTERIOR DE516H ORAIiNIE�� Q q. DoE Exsrm& 2-VAT PRYER AND mwcATE woo E4JIPN4 a A6 I� TO ACCON4N40DATE ® FV LACE BOTH RESTIt00H LAVATORY HMD5NC FAK.EM WM Al rMAM 9315OR fIiNTS FBR IMY NiORE'S. F HA1ROL FAtK,M ARE USER, TYFE TO BE LEVER OR F" BJfTON AND HJST NOT lEXMP AN OFER U* FORCE OF 5 LIS R80CATE GA6N�5 BOOtH 11NNaoK DRNVE -TFI�! Sf.DEI� AND WILL AS 5E10111 SEE R�OdR FLAK �f A2 FOR N4 IFOI�iATIOK ® Fa%AGE MENi`5 i NONLsi'r TOuf IoOM AGGE56mE 5TALL oom Qosm Nib STALL DOOR C omm s ARE TO w ftw4a �i Am RI Q KITE ROOF ACGE?56 LADS AS �.,�IR1' TO AGCOE"140DlATE Nf3l I�ONl�s7HlGt10N1. SEE GOkVLtAK.E MIN ADA REWALL I1E PM0i004 AS 16CACES&W FOR STALL DOORS TO NWT A.EARAN M . PLANL SN a AZ FOR NOW IFOR�4Ar X 4 l 4 s p • TENANT IMPROVEMENT FOR , MCDONALD'S RESTAURANT REMODEL 6501 SOUTHCENTER PARKWAY TUKWILA, WA STORE # 04250 REVISIONS 8110105 PERMIT SUBMITTAL 9107105 DINNER REVISIONS 12127105 PUBLIC WORKS COMMENTS 12127105 BID SET 1111106 PUBLIC WORKS COMMENTS A4 2106106 OWNER REVISIONS VI +. 1 FREIHEIT & HO ARCHITECTS, INC., P.S. sax saga srEa ss+sr Papas mow MAW: C.,W HATE 62M MEMO: iVO_ AC6.2G1 P. W DATE 0&23M z3 ORAvA4 KME AM204 AI dig �� SHEET Al CcpinW 2006 Fie&" A "a Ilrsiaft lm_ P.& 1 6 -.dagAi r i i i i AC4E56181.E - - . - - -- - - - -- ENT! iNCE I I NON-AGGlaf W AD 2 � I I I I I I I !! I I ! sssssssssr 3 ='P l? ♦ VERIFY L il J 1 310-15 7 OFFICE 4 v �� . CASHIER BOOTH � Q 4 f- BARRIER REMOVAL NOTES EKISTN6 00021 1you") OP0tAI m 10/WOMt TO OPERABIE MIHR m s A3 CUSTOMER SERVICE l H-] KN-E G1R O O O O Go** 1 KN-IO � 1 P ESENTER -1 z 1 i 1 i �asssssssss �ss ` 7 A4 TENANT IMPROVEMENT FOR MCDONALD'S RESTAURANT REMODEL 6501 SOUTHCENTE PARKWAY TUKWILA, WA STORE # 04250 �� ���ssssssssssssssssssswssss P-11 t2' Is H4�L IQ�1 -!4 12'-0' ,• ` 1 I I I Avg ° °lm 1 1 1 ♦ I =- 4f R FR.. -- 1 ( A4 ���sssssssssssasssssssss�s� `�ODU:•1� � 1 1. 1 I e j »,�,o�, � 1 l A" /1 FLOOR PLAN _..., AD-t4 MTALL IM TACTILE M 5[GNAGE ON ALL ACCEXA E TS PM 200318, WTION IM13 4 ICC/AIEI SECTION 70328. MOUNT ON PIALL AD TO DOOR ON LATCH SIDE MASITAN AN 18 X W DO C ISM SE VETAAL WA,. GENERAL NOTES WALL TYPE PARTITION LEGEND ® MTALL NBN DRt6GT10NAL UCTRLE DOT S*WWE ON ALL F DOTS M 2005 IBC %CTIM 013 t WA a 56GTION R �+� ��■ A, Pm a7�mrffk SU M OWNER REVISIONS SECTION 70328 MW ON 1MA LL AM ACM TO DOOR ON LATCH SIDE. MAINTAIN AN I8' X I8' 6ROIW CLEARANCE BE.OM SM DO NO'T PUBW WORKS (K" NM DUIC�,ATED OUTLET FOR CF4N RAMN6 STATION. VEMY EK44T LOCATION W/ OYMM ® HEN tN.00Re'H16, SEATING, RRiWTT>!RE PARTITTOtt AND mcm PACKAGE- SEE INTERIOR OES16N DRAMIN6F CAS 6E E RAL CO GA SHALL COORDINATE PREPARATION OF EXISTW6 AREAS FOR NEN Til'E DESQtFTION 91G.UDE THE RaEtNATIONAI_ SIGN OF AC. MISLITY. SEE DETAIL 2/.47. I C�DlEsif4JGTI0tL L IT L BE TINE �.ITY OF EACH RMWTNE GONIRAGTOR TO GOORDM1r: VM THE lO NEW EXT BIOR PULL GO�TRUGTiON 1 TO MATCH, ADLIACE NT 107CHE ! FINSFI ® PSTIL+ L BRA1LLEWInffiE HEW 5!FsKAGE AT HWWT GOlN[ER. FOR EACH P.O.S. STATION OYPV,& OF 3l- SM DETAIL ? /A-1. OTt£4 WAVES FAUK TO DO 50, DILL NOT C.ONSTITUM 6R01W5 FOR A CHANSE ORVM 2 SW TYPE 7C K47M RESISTIVE 6YPStR4 MALL BOARD ALL DOSTINS II'(AiLS TO FMMK UNI.E56 OT11OWtSE NOTED I e R-H BATT40' U ATION W YNOR, SAMtF.R ON MVIRI4 SM 1 OF ® PROVDE AND MSTALL NM AWTO4kW INFRARED FLIAN VALVES MOAK MOOB_s ROYAL III) AT RESTROOM TOUTS 4 2 * YIOOP SIWS • I6' oz.. UTE RO TO MEET ADAA6 REGUIREiENT'S. ADA WATTN6 TO BE DESIGNATED KITH MTMATRONM- SYM90L OF AC4ESGO 1.11Y AW TO BE 3 CONTRACTOR SHALL, NOTIFY ARCHTECT 944EDIA 7MY OF ANY STRUCTURAL ITEM TO BE i/Y PLYM(OOD SHEATIRIN6 PER STR AFAL DRA1MO SS EVB�LY SPACED THR0116RROUT DE14,V6 AREA MtiTH MII6M�144' AGGeSf�IBi.E ROUTE Plat MIAC AW@R7H4i3�li� 9. MALL, COLUMNS, �"8, ETC PRIOR TO RREWVAL 4- OFFICE 4 v �� . CASHIER BOOTH � Q 4 f- BARRIER REMOVAL NOTES EKISTN6 00021 1you") OP0tAI m 10/WOMt TO OPERABIE MIHR m s A3 CUSTOMER SERVICE l H-] KN-E G1R O O O O Go** 1 KN-IO � 1 P ESENTER -1 z 1 i 1 i �asssssssss �ss ` 7 A4 TENANT IMPROVEMENT FOR MCDONALD'S RESTAURANT REMODEL 6501 SOUTHCENTE PARKWAY TUKWILA, WA STORE # 04250 �� ���ssssssssssssssssssswssss P-11 t2' Is H4�L IQ�1 -!4 12'-0' ,• ` 1 I I I Avg ° °lm 1 1 1 ♦ I =- 4f R FR.. -- 1 ( A4 ���sssssssssssasssssssss�s� `�ODU:•1� � 1 1. 1 I e j »,�,o�, � 1 l A" /1 FLOOR PLAN _..., AD-t4 MTALL IM TACTILE M 5[GNAGE ON ALL ACCEXA E TS PM 200318, WTION IM13 4 ICC/AIEI SECTION 70328. MOUNT ON PIALL AD TO DOOR ON LATCH SIDE MASITAN AN 18 X W DO C ISM SE VETAAL WA,. GENERAL NOTES WALL TYPE PARTITION LEGEND ® MTALL NBN DRt6GT10NAL UCTRLE DOT S*WWE ON ALL F DOTS M 2005 IBC %CTIM 013 t WA a 56GTION R �+� ��■ A, Pm a7�mrffk SU M OWNER REVISIONS SECTION 70328 MW ON 1MA LL AM ACM TO DOOR ON LATCH SIDE. MAINTAIN AN I8' X I8' 6ROIW CLEARANCE BE.OM SM DO NO'T PUBW WORKS (K" NM DUIC�,ATED OUTLET FOR CF4N RAMN6 STATION. VEMY EK44T LOCATION W/ OYMM ® HEN tN.00Re'H16, SEATING, RRiWTT>!RE PARTITTOtt AND mcm PACKAGE- SEE INTERIOR OES16N DRAMIN6F CAS 6E E RAL CO GA SHALL COORDINATE PREPARATION OF EXISTW6 AREAS FOR NEN Til'E DESQtFTION 91G.UDE THE RaEtNATIONAI_ SIGN OF AC. MISLITY. SEE DETAIL 2/.47. ® REMIOVE AND REPLACE FRONT SBtvicE COUNT19t wm COUNTER m36HT TO BE 34' MAx AFF TO T+EET ADA SLY.TION 53 C�DlEsif4JGTI0tL L IT L BE TINE �.ITY OF EACH RMWTNE GONIRAGTOR TO GOORDM1r: VM THE lO NEW EXT BIOR PULL GO�TRUGTiON 1 TO MATCH, ADLIACE NT 107CHE ! FINSFI ® PSTIL+ L BRA1LLEWInffiE HEW 5!FsKAGE AT HWWT GOlN[ER. FOR EACH P.O.S. STATION OYPV,& OF 3l- SM DETAIL ? /A-1. OTt£4 WAVES FAUK TO DO 50, DILL NOT C.ONSTITUM 6R01W5 FOR A CHANSE ORVM 2 SW TYPE 7C K47M RESISTIVE 6YPStR4 MALL BOARD ALL DOSTINS II'(AiLS TO FMMK UNI.E56 OT11OWtSE NOTED TO BOTTOM R-H BATT40' U ATION W YNOR, SAMtF.R ON MVIRI4 SM Q V@2IFY ALL NM FIII0 104:- Pet NTERJO1R DE%SN DRAIM4 *6. PROVIDE T~ MKJM 9% ADA ACC (50LE SEATR* ALCN6 THE A605602 OF ® PROVDE AND MSTALL NM AWTO4kW INFRARED FLIAN VALVES MOAK MOOB_s ROYAL III) AT RESTROOM TOUTS 4 2 * YIOOP SIWS • I6' oz.. UTE RO TO MEET ADAA6 REGUIREiENT'S. ADA WATTN6 TO BE DESIGNATED KITH MTMATRONM- SYM90L OF AC4ESGO 1.11Y AW TO BE 3 CONTRACTOR SHALL, NOTIFY ARCHTECT 944EDIA 7MY OF ANY STRUCTURAL ITEM TO BE i/Y PLYM(OOD SHEATIRIN6 PER STR AFAL DRA1MO SS EVB�LY SPACED THR0116RROUT DE14,V6 AREA MtiTH MII6M�144' AGGeSf�IBi.E ROUTE Plat MIAC AW@R7H4i3�li� 9. MALL, COLUMNS, �"8, ETC PRIOR TO RREWVAL 4- MI5 FELT MOO SIVW S TEEM TO MATCH ADJACENT E)CfMOIt TALL STANCE S16NA6E AT 9/A2. THE 61.. %HALL BE f4Wa ElLE FOR nW06RAF&M THE CONDRTION OF D05TIN6 FN ES OF Q !EMI M fOSATED BEVERAGE SYSMN 9N CORE VL% / M, MODa 15,1294" PROVE AND MTAlL ALL' 1 STAW ASSI SaF 5ERVTC.E AREAS MEb6tA6E AND COWiMEW AREAS, TYPE. SEE DETAJI. THE;.5E WAWE IQTQfN TR.E5, YiNYL BASES, FLOOR TILES, AND CEILM TILES THROUGHOUT 2 . as+eawia a�a s.s�.s. ,asaa •aos. 5 CUR& 6M IN THE PRM AREA AW KITC e1. STAII12% STEEL TABLE (2 X24'). VERIFY OM NMS REQUIR1549M F FM INTERIOR OF,161i DRAMN65 AD-2R FZ- 0VE AND RtE)n AC.E EKISTIN6 RESWOOM SbNA6E KITH MW SW. v%6E MOUNT ON MMALL ADJACENT TO DOOR ON LATCH SIDE SEE MTAR K47M R15wSTTVE TYPE 'X' 6YPRH WLL BOARD AT ALL MIST AREAS. TO BOTTOM 5x18' TYPE 7C 6Yp3m MMLL BOARD 5O.!A6- 5TIRTGTURE 2X6 !!MOOD 57 0 I 6 ' 04 . AD DlrMOL15H1 R:XFT�161094'5 i M10H�lr I�STRO�OH4 MALL GOl�l51T�iGTTOHL .L .*IO(�W ON SHEET AI. Cq aTf�GT tR51 101111. NO tI�STN.L NB�1 ALL NEW FLOORM SHALL BE FN*t STABLE AND 5LIP44 515TANT. & ALL AHEM LOA !TAIL PARTIToo DrSI6 4AN ED BY INTERIOR PACKAGE ARE TO BE 2)44 I��'iOi V • _ FLASH PER INTERIOR, VE5I6N ORAMM 66 - 5251ROOd PA"VO16 MAJ%TA NN6 O..EARAWA S THAT MST ADA STAIDARDS RB$t TO ADA 4J3 I IAL.L AV PARnTTON FRi5He5 TO 7. STUD • W 04. N U2' 6AS C 61 RUCTION U4296 OTHERrlISE NOTED MIALL FMHES AHD PROJ ECT140-- X15-254 3 HEMS NiiRiOR MIALL L�TAIGTION PATON ITtiTE GM VE'S" PACHCAGE 16.6HTS ARE TO BE SPEC 34ED FIX O' R3WR DESIGN PACKAGE. AD-23 RULACE OR ADD RE5TR4014 DOOR HARPAARE PADS) TO MEET C ;Vff ADAA6 STAWARDS. DOOR K&T BE OPEI ABLI< ORaH1lI11fi AWMAZdrg FNtSH TO HATCH A�IAC.B KIT FI�1.�H 5 W TO RESISTIVE TYPE 7C 6YPSLH MIALL BOARD 74TH A CLO .ED FIST. R>�Et TO ADA SECTION 4J3 q. AD.LST 0008 CL10°.� 50 THAT THEY D0 NOT DZE1 D THE 5 LOS MAXHH �� DOOR PRES611RE SMIE� PE 8107 FOR DOORS 5HIAiL W AI�T® TO CLOSE IN NOT LI'S6 THAN 3 SECODS FROM A 70' OFEN BARRIER REMOVAL NOTES ( Q 143100ATE C 04ERS BOOTH 99VOM AND n4 LL AS T03CA361ARY TO DOM A 4S-OF DISTANCE CERTER.#E TO CEklD%AE 2X4 MOOD STUDS 0 w O.C. OF FF0WTEt5 BOOTH M4N"t FILL IN MIALL AT DOSTINS C00IM BOOM M NOOK 1 TO PARTITION 1.15680, 5r3 6Y� MALL �� TO A PONT 3' FROM THE LATCHL RL3EiR TO ADA 4J3JO i `j3JI. FTN5H PER: NTERiORR V�16M DRAM4t4f6 AD-s4 mvvE AND RR3.00ATE DCe5TiN6 utm&s, A5 smom MOa'f W YGTH A QN waff OF T TO mr, TO 1HET ADAA6. V98FY 80'X 48' AD.2q 004OLiSH O*E LAVATORY HANDSIHIC 04 EAC1! WSTROiOK A6 5HOMl1 VERIFY W OI'"R IF O4 �r .aEARAWA S AT NM MiAL LOICAT►O% VERIFY NV OM#M F REUSABLE. IF Wr FIXrJRF MAKE TO BE AlMtGAN STA�HDJIRD 'I ` 5A�VA6FJ�E RELOCATE RBdA#1H16 LAVATORY WV4O<� AS SHOW LAVATORY RPr,�S TYPE ?I' GYP 1NLL BOARD dt1rRC RO MODEL bbOI�OIO OR APPROVED EAJAL. SEE 4/A6 FOR MORE �FO!@',ATTA4. �TSt TO PROVM ADEQATE 100 SPACE TO H MT ADA STA IVATWS: IQ4E SPACE AT 2)* PlOOP 0 2X6 101008 STRJDS W OL. AD MMW EOSTM& MINS t MOM D 702157 STALL KALLS. STALL POOR, Nip PARMIO S AS 910W 06TAU V91 TOLEr STALL 04ILL TO LAVATOR1r TO 13E A HiNNN OF XV JIM 2r AFF_ AND V VEEP_ LAVATORY CGUtT M ON 51W KATM RES67NE 7VM 7C 6YF%H MALL BOARD MA1TC4 DOSTNS KrERIOR RMTROO14 r4ALL.S ADD C40MTXOWX 15BTALL M% TOLET STALL PAR:TiTION AND DOOR TO MATCH E USTiNf, HFI&W NOT TO DWAW 34' AFF. REEFER TO ADAA6 SWrON 4J42 PER K 3am FiH5H1E5 PEI2 2000M DE516N_ VRA1066 Im N7atOlt r2ALL. a R LxaTR0 0 l4 CO ATiaS NEA TOILET STALL 0043006 TO BE A M M &V X 60' AID C MFLY FtT" W"M&. SEE FLOOR PILAF, DETAL X/AT DESIGN ORAMN66 AO-26 R'R , V& AND RELOCATE Mr&*.i6 H NS AND ra4 N'� AC+C XAX MATER CLOSET AAD A560VAtffi moem6 50 TFAT THE C@1TEi�2E E BO RE'.y1RQ LAVATORY H�I1H AUTOMATIC 5Ek�OR mm F F ® RE O 'S RESISTIVE TYPE 7C 6YPST MNLL � OF 7 It& 1518' FROM TIE ADJAC.E�1T 14A<L SURFACE FLASH CONTROLSTO BE ON THE N E SIDE OF STALL_ VEINY. W O"3t F IM L FAIaG ARE SM. TYPE TO BE LEVER OR P" 811TTOIl AV � KEY NOTES F MJW TO E L 2X64 MOD 57W5 0 W Ob. IFlU6A&E F NOT, FTXT�tE Hy TO LE: J1H�8?iC.All STANDAi?D #�.AIDEtA ADA EL Rb' 2305)00 OR APPROVED EQUAL 51159fA6 FOR H4ORE R FO F 5 L M15T NOT EXCEED All OPBgATIITb FORGE OF 5 LB6_ SW KATEt W56TRVE TYPE X GYPSUM MIALL WARP #FORl�J1Ti0Iti R�LAGE H� i If0H4�'S 701.157 ROOM AGGESf�E STALL VIGOR GLOSS. NM STALL FINISHES FIX Ih'RBRM VE516Hi VRAM*,6 DOOR GLOlSIWS ARE TO LE ALTTO<L105N6 AID RN COMFLIAWE"ADA RSH15TA1.L. 6 AD-27 ApA sTi' m-ACE EmTTN6 M Ns mTE1R CL05ET TO PROVIDE AN ACCE5618.E SEAT wAw � R7' # H4' Am PER THE AOA� SEE RE:�sTR0O4 A5 FOR STALL DOORS TO H4�T CLEARANCE RHFLL INLL TO MATCH ADIL%W EXSTM COD M"& MATCH MA7ERLALA VETAlL JVA7. 915ammom COLOR: i 10110'115. HEIGM, AMP R mme EmTm TOILET PAPER DE5P9am 50 THAT THERE IS IY OF V9ZTIC.AL GEFJIRAHIGE mw GRAB mK mm VERIFY rmT PROVIDE AND INSTALL WAQPLATES ON ALL ACCE56tEE Da WM f 4 RL°5Tlof004 POiORRS. O mmi EXTERIOR (MALL mmm 14 W4 ATES TO D MEW THE ADEN OF DOOR LESS AFMK r AND TO R6' AFF. IRffER TO Ii1FEL RAIL TO MATCH AL7t #MU MTN6 C RXT10 M ATO MMATL W% Te M IS A NAX+H41M OF 54' ABOVE FxiSH FLOOR TO THE GOKRROL ... FOR A SIDE REAGRI TO ADA SECTION 404t AM fffiCf ON 414L COLD S4101DTHt H96NT'a, AND F NSHM t 4 • ti • S i -.0digAi j f r - HAIR 0 2 2%► pava REVISIO arla 5 R �+� ��■ A, Pm a7�mrffk SU M OWNER REVISIONS 121271f PUBW WORKS (K" NM DUIC�,ATED OUTLET FOR CF4N RAMN6 STATION. VEMY EK44T LOCATION W/ OYMM ® HEN tN.00Re'H16, SEATING, RRiWTT>!RE PARTITTOtt AND mcm PACKAGE- SEE INTERIOR OES16N DRAMIN6F CAS 12271 BID SET 1111106 PUBLIC WORKS COMMENTS A420M OWNER REVISIONS KEYNOTES REGMMT1014 118fFIT (K" NM DUIC�,ATED OUTLET FOR CF4N RAMN6 STATION. VEMY EK44T LOCATION W/ OYMM ® HEN tN.00Re'H16, SEATING, RRiWTT>!RE PARTITTOtt AND mcm PACKAGE- SEE INTERIOR OES16N DRAMIN6F TO BOTTOM OF STRUCTURE ® NBN FRONT SERVICE COIL!'1TER. nmwm PEt N1ewit DE5r6HI DRRAVIN65 SEE DETAIL S/A4. ® Ml PLASTIC LAM! &TE FRM AT FaTROO4 DOORS PER MEIR R DES16N DRS REPA#3T DOOR FRA1wf5 Pfj2 WERtOR DE5" DRAMI�yS ' R�STHe t : Q INSTALL im H ARP � #FRAIRED AUTOMATIC FAUGET5 (CNGAGO FAUCET. MIODEL.f 5b0 -123). PR0V10E AND mum T ALL unLITE5 AS COW:GT TO EDOSTM MVITER SUPPLY LINES. TO BOTTOM Q N9N CBUMC FLOOR TILE AND M l ACCENT MALL. TRES AS 5P6CI W BY NTERIOR DESIGN ORAMOWx SEE DETAIL 5/A4_ FRER¢R OF ® PROVDE AND MSTALL NM AWTO4kW INFRARED FLIAN VALVES MOAK MOOB_s ROYAL III) AT RESTROOM TOUTS 4 STRUGTTRRE Ult ALS PROVIDE AND IISTA4.L ALL NECESSAW UTTLJTErk Q R06TALL DOSTW6 FRONT COMM 6AAPM W. VERIFY FREAM LOCATION IN VELD. RECONNECT ALL UTTLITES Q NM COMM couNTatrOP AT Td'5TROOM LAVATORIES AS 5P6GiFlED BY IHIIreRIOR DESIGN vRAM4rI65 TO BOTTOM OF Q !EMI M fOSATED BEVERAGE SYSMN 9N CORE VL% / M, MODa 15,1294" PROVE AND MTAlL ALL' F R E ! H E I T & H O M ARCHITECTS, INC., P_ S STRJC►TTRE UTE.ITT>xa. SLE EL ECTIWAL/ PLIR'�s FLAK 51$7 A4 FOR ADDITIONAL I FORFIATION. PROVd)E MV *ST AD.IAG@fT . as+eawia a�a s.s�.s. ,asaa •aos. STAII12% STEEL TABLE (2 X24'). VERIFY OM NMS REQUIR1549M Q R6 dWM FEC 9F T PRINTM AND tNXWAMM CA88ET FROMM BY O*M PROVIDE AND 06TALL ALL R UTILITIES FOR R15667BR AND CABLE 60014 ET N GOUHT9L I STML UNDER MliffElt CAB4ETi MV (2) STARAX95 SIM TO BOTTOM OF SIMVE S ON SERVICE SIOE 5TIRTGTURE ® RRELOCAT137 Off DOTS FFMOR WX*# CT ALL UTILTTES W.F. SEE VETA L 4/A4. 61/: D RAMMiI rA 6r�6 Q NEM OR MODIFE tL� I�T MlN71OIM D ALs STOON TO HATCH DOSTIN6. PROJ ECT140-- X15-254 Q im LY-Or oevERAGE STATION Fi4Imi s PEt INTERIOR DE516RER PIROax AND wTALL ALL UTL.aw s A16 SEE PRMowe o7mm *m TO BOTTOM VETAIL A/A4. ORaH1lI11fi AWMAZdrg OF STRUGRIRE Q 143100ATE C 04ERS BOOTH 99VOM AND n4 LL AS T03CA361ARY TO DOM A 4S-OF DISTANCE CERTER.#E TO CEklD%AE OF FF0WTEt5 BOOTH M4N"t FILL IN MIALL AT DOSTINS C00IM BOOM M NOOK 1 TO PARTITION 1.15680, SW FOR MORE RIFOftH441m KEYNOTES DINING t : DINING r • r 11 • / .... • ••• •• ••• ••• ••••••••••• / • • • �'• . . . ... . . ........ ......................:...:.. . ..................... ..... ........ .........• ......... c 1�_l / .7?YIILr 2'11 122111_ 21tYG 11/ .................... !r1222^f1L ............. ....................... ... AWT' TO MATCH .............. { ................ i : f 1 .. . . 'lIATi}TIIWAY - 1 GOLD' - a• I l i 1 � .:.:::::::.:: ::. / •! / •• PAIN TO MATCH MtOdEtE '' I OTTER BR .... .......... ...................... s�1 - 10 ......... ....................... ........... ...... .... ............... ............ .... .................. .. ......................... . ................ ............ ...................... .. ........................ . ................ ............. ...................... .. ...... .. .. / / /' r / I r. i / To e .::.......... .. .- - - -- -- Tlr� �cic I�wK 1 /l'= %, . % // ! �.�••. /� I i� _ - -- 00 NOT PALM. ........... ......... I * . I d- - o . . . . . . . . . . . . . . . . . . . . . . . . . o . . . . . . . . o . . . . . . . ............ .......... ................ ........................... ............ t 11*1 1 01- . . . ............................ DEMOLISH CORBEL BRACE AND PILASYER. PREPARE AND PAINT' E)WMW SURFACE TO MATCH ADJACENT C 0LOK TYP. NOTE: MANSARD SOFFIT SHOULD BE PAINTED TO MATCH BENJANN MOORE 'CHANTIU_Y LAGS' / *2122 --10. NOTE: ALL COLORS AND MA'►ERKS SHOWN SHALL BE REPEATED ON ALL SIDES OF BUILDING. VI3 "EXAC EXTENT' WITH MGDORAWS PROJECT MIA6ER -; • r r it l I i e,G_ •11 _._11.__ .i /../ ..t1��1L /_.r1L.�1� c.LY� , _ .i /.i // . . / ....................................... .* � r ................ ........................ .............. .. ................... ....................... • ..s t WOW — , `� rim: i 1 is _ =I - -- - - - / n ! 1 •- .t : is 1 L: I. 1 ............ .... ............................... ... ............................... .. . ............ ............................... 0. .I •t ........ . .......... 1 • i� 00 l: E �I r r' 1 / ! •L i. r: .a 1 { .� 1 .. :3 I .I '- I r � /!��l_ /�I r•L/ �lil�ol�L /�_ <�.� /- � - i /� ! EXI5TTN6 BRICK TO REMAWL -7 • - -.� DO NOT PAINT. - . - ■ ... .• . - - , -- EXTEND CASIMS BOOTH AND REIjOCAYE YO L)OK AS NECESSAW TO 4V-& DISTANCE CBZTEIIZIM TO 0E3"13MIlE OF PRESER ER'S BOOTH v9kxvt SEE FLOOR PLAR SHEET A2, FOR MORE RfVW ATM !c am / /.i /��[ /.iI //1L<<L / /_ .i % /..i / /. /' •. . ......... ............................... ............ / i 1 I _ 1 I f f { I Ao r , I t � I 1 . { DEMOLISH WFOEL BRACE AND PILASTER PREPARE AND PAINT EXPOSM DACE TO MATCH ADJACENT C 4K T ir. NONE: MANSARD SOFRT SHOULD BE PAINT® TO MATCH BENJAMIN MOORE ICFAIMY LACE` / #2122 -10. NOTE: ALL COLORS AND MATERIALS SHOIMI SHALL BE REPEATED ON ALL SIDES OF BULDWG. VERFY EXACT EX ERR WITH MCDONALDS PROItiCT MANAGER. EAST ELEVATION Q SCALE: 114' = 1'-O' WEST ELEVATION O SCALE- 1/4' = I'-0' AD ^fir 4 vat 0 Iwo r>►x moxv 9 IP D s E: s • TENANT IMPROVEMENT FOR MCDONALD'S RESTAURANT REMODEL 6501 SOUTHCENTE PARKWAY TUKWILA WA STORE # 04250 REVISIONS 811006 PERMIT SUBMITTAL 9W105 OWNER REVISIONS 121271106 PUBLIC WORKS COATS 12/27105 BID SET 1111M PUBLIC WORKS A 2M 06 COMMENTS OWNER REVISIONS REGISTRATION UcIvAb C. F ri R FREIHEIT & HO ARCHITECTS, INC., P.S_ es+E a A= IMM EMM10 V4 � F�ow GRWM BY_ DATE PROW NO: PRWT DATE opxAX'Ne CJH &2m 1{01&294 fl6/2m Im A3 Con%It"mFie*"3m hc•P.S r 0 F 4 b 0 li II 4 = 0) U2* 0 X 4• LAS BOLT W AT EACH C0 00t - WORD. FV EGLY SiTLIER. NEK WNDENWR tNT 226A ML FLASHN& CAP. rMKAL 4x8 x 4W LO* HK TAR APPLIED TO KACE OVER IM TREGM. HRL RATE AREA eELOM TOP FOR LEVM NOMM SWAa) PLATFORM FRAM CANT SIM TOROWOM P=F96 NEW O&T-W mDqxwc (acov P40FR* < tmmt FILASHM C" MTM RJ6V RRILAW4 IMTM FLYN" DECK EGSTH& Tmass ROOF DETAIL sc.mr-- I vr a r� LEGEND I M06 wff OEM casmwrfoR TO BE fiev". vmff r S&Vmmu PER amm mwmK rff %Ad_ eVIZ10 F007MM BU4K EMTM FZM COWRCTM. WOF96 GENERAL NOTES L VERIFY NM CONDOWtS LW To 19E MY-op Ap%y FROM AW WAC. WAKE 2 EXTBV REaAqW REFRf SMTM UNES FROM COCeWRS TO ICE MN Ot AS PEQNIED 3 FRMW POM FOR IM COVOGM FER HAKFACMRS SPENYAW& tl i� IEDFO com-co ROOF NOTES ROOF PLAN A Ab SaqjE- Ve = r OW c "(wWo"J 9 4 MAR 0 2 106 PENVO Coif 04 RI NOW MV R0W4E AM EMTM BXT-W TAR XV WAVM WOF00- MSTALL NN BOOR TO MATCH EMU*. VOWr EXMW OF Vf=< YM WXON&M MZOJWT V*Vftat REMOVE AID 10%ME AL EMTM WMCP WXWW.& tHM. M4 t*M W NOW EMTM UW WCASM VER" 0W5T OCOW OF POW MM W.00M1lDS FROX30r VJKAAM RECOWT NN N TO UrtffgS AS W.QJBW. FIVAX NV 16TAM WN ROM NO OVOWWM VMW AS WW VMFY EXACT WCAMS 0 H" MM W,VaVU* R%0"T HMP40t V&nM VRA" VMS Vf WW" FMF 571% ft TO CO OG&T TO EMM49 VRW UNS AT IMnMT GORIER OF BUWM, MM TIE SMr..MW- r-ATCA RV IWAK ROOF *% 74\ mms.m.. 9 v 0 • 9 V • TENANT IMPROVEMENT FOR MCDONALD'S RESTAURANT REMODEL 6501 SOUTHCENTER PARKWAY TUKWILA, WA STORE # 04250 REVISIONS 8110105 PERMIT SUBMITTAL 9107105 OWNER REVISIONS 12127105 PUBLIC WORKS COMMENTS 12127105 BID SET 1111106 PUBLIC WORKS COMMENTS Q 2 OWNER REVISIONS REGSIRATION FREIHEIT & HO ARCHITECTS, INC., P.S. It mr - m xe scomm � p4ow2w p4w r ORNM BY CULT GAW- lull." FROJEUND.: mil-m FR04TOATE lv2m w- opJAMNae m"ma-&V e ' 4m A6 s 6 -..aA CASHIER'S BOOTH SECTION S F- IVZsi' 0 • • or 04STM ROOF 5TRIIGnm TO REMAIN 19LOCKm FIR STRIlGn*& 0� CLIP FM 57Rl A R& FEADER MR STRUCTURAL Ml FRIEZE BOARD TO MATCH MM* AV4V M BACKER ROD 6 Sckm n.hsmo SHIM AS REQUIRED CAi6.KM, TW. F ... :. ,.. OMM SLL TO MATCH DOW N& BA"M ROD AND SEALANT SHIM A5 TRIM TO MATCH ADJACMT EK05TM& FRM TO MATCH ADJAC W E)Q5 M njOOR FINISH TO HATCH ADJAC Nr EMM FOWNDATM MR STRUCTURAL I CASHIER`S BOOTH SECTION A6J SCAM- I VZ _ C 600E TO REMAIN p1m* A& 3t STRUCTURAL IE 00ARD TO MATCH EXiSTINS AD.Wom w I w-m-w samw , rm. 37 lrolvOl+'t D P.T. %.11 m f"6lvm i1LL TO MATCH E7ZU* ROD ANb SEALANT MUITCH *w4v M E) uo MATCH AWW" EWOSTMK ISH TO MATCH A04WWr EXIS 16 '�`� -,!t ziVilf j0q)i ED FOR CODE COMP!.IOCE 22 =u� city OT i UVIV,tlG i31 'i1 A H08 0 2 IOUs C01 TENANT IMPROVEMENT FOR MCDONALD'S RESTAURANT REMODEL 6509 SOUTHCENTE PARKWAY TUKWILA, WA STORE # 04250 REVISIONS 8f10105 PERMIT SUBMITTAL. 0107105 OWNER REVISIONS 12/271055 PUBLIC WORKS COMMENTS 12/27105 BID SET 1119106 PUBLIC WORKS COMMENTS A 2f06= OWNER REVISIONS REGISTRATION VIF RE�T SUIE Of �ra�aTM � FREIHEIT & HO ARCHITECTS. INC.. P.S. t+a so= mKLIP"m Pemns seo�w GRAM $Y XT WE 62m PROW NO- AA6.204 PRM GATE O7ims w DpAwwNPAL M5.204AUmq �� SHEET A8 & i "Q rdAPC%L kw— P -S, f 6 -,dgaA • STRUCTURAL GENERAL NOTES GENERAL REQUIREM GOVERI\-�G - CCk,E• 1HE "INIERNATIONAL BUILDING CODE ", 2003 MPO.N, AS ADOPTED AND MODIFIED BY 1Hf. CITY Of ?U WA SHALL GOVERN D;' AND CONSIRUCT10N. REFERENCF STANDARDS. REFERENCE TO A SPECIFIC SEC11ON IN A CODE DOES NOT RELIEVE THE CONTRACTOR FROW COMPLIANCE WITH TF °E ENTIRE STANDARD. THE LATEST EDITION OF THE STANDARD SHALL BE USED LIN! ESS A SPECIFIC DATE IS INDICATED. NOTE_F'11- Nll1:.S- NO1ES ON THE INDI%DUAT DRAW GOVERN O%fR THESE GENERAL NOTES. ARCHIT�CTURAI_2R6K - REFER TO III- ARCHITECTURAL DRAWINGS FOR INFORMATION INCLUDING BUT NOT LIMiTE.'D TO- DIMENSIONS. ELEVATIONS. SLO ?ES. DOOR AND WINDOW OPENINGS, NON- BEARING WALLS. CURBS. DRAINS. DEPRESSIONS. RAILINGS. WATERPROOFING. FINISHES AND OTHER NONSTRU:=TURAL I1EFAS. STRUCTURAL THE STRI;CTURAL LNGiNECI 15 RESPONSIBLE FOR THE STRENGTH AND STABILITY OF' 11.;. MODIFIED PORTIONS OF THE STRUCTURE IN ITS COMPLETED FORM. 11TRAC - 0O R _q�� �N ILITIU: THE CON IS RESPONSIBLE FOR THE MEANS AND METHODS OF C0`STRUCTiON AN ALL JOB RELATED SAF =TY STANDARDS SUCH AS OSHA AND WSHA INCLUDING THOSE STEEL ERECTION ITEMS SPECIFICALLY ADDRESSED IN THE LATEST OSHA REGULATIONS. THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND STABiU1Y OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY SHORING. BRACING AND OTHER ELEMENTS REQUIRED TO M'AINTAW SiABIL1IY UNTIL THE STRUCTURE IS CCNIPLETE. SUBA!IT CONSTRUCTION SEQUENCE TO ARCHITECTANDNEER FOR REVIEW. Q IN CASE OF DISCREPANCIES BE TV41 EN THE GENERAL NOTES, CONTRACT SPECIFICATIONS AND REFERc STANDARDS. THE ARCHITEC /ENGINEER SHALL DETERMINE MICH SHALL GOVERN. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENPON OF THE ARCHITECT/F.NO -VEER BEFORE PROCEED I:G WAI THE WORK. DES LOADS ntivl? DE5 °—CN: BASIC WIND SPEED (3- SECOND GUST), V = 85 V91 WIND IMPORTANCE FACTOR, IW ..0; BUILDING CATEGORY = 'I! ". EXPOSURE CATEGORY = "B' INTERNAL PRr SSURE COEFFICIENT. GCPI = a-0.18. 110 SIGNIFICANT CHANGE TO EXISTING. SEISMIC D rSiGN: SEISMIC USE GROUP = "I'; SS = 1.34; ST = 0.71; SDS = 0.88G, S0 = 0.46G; SITE CLASS = 0, BASIC SEISMIC FORCE RESISTING SYSTEM = ORDINARY REINFORCED MASONRY SHEARWALLS; SEISMIC IMPCRTANC£ FACTOR, IE = 1.0. CS = 0.25; R = 6.5; DESIGN BASE SHEAR - ADDITION. V = 14 - 8 KIPS. ANALYSIS PROCEDURE = SIMPLIFIED ANALYSIS PER IBC SECT. 1617.5. NO SIGNIFICANT CHANGE TO EXISTING. TESTS AND INSPECTIONS I NSPECT104S : ALL CONSTRUCTION IS SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL IN ACCORDANCE WITH IBC SEC. 109. THE CONTRACTOR SHALL COOF.DINATE ALL RE00RED INSPECTIONS WITH TIME BULC-,NG OFFICIAL_. STRUCTURAL STEEL DESIGN STANDARDS STRUCTURAL STEEL FCR THIS PRO €CT IS DESIGNED IN ACCORDANCE K,TH RISC - ASD (1989) 'SPECIFICATION FOR STRUCTURAL STEEL BU'LDINGS - ALLOWABLE STRESS DESIGN AND PLASTIC DES'G1 - . REFERENCE STANDARDS CONFORM TO: (1) RISC - 'MANUAL OF STEEL CONSTRUCTION. ALLOWABLE STRESS DESIGN (ASD) NINTH EDITION (2) A!SC "CODE OF STANDARD PRACTICE FOR STEEL BU�LDiNGS & MOGES -' MARCH 7. 2003. (3) RCSC - SPECIFICATION FOR STRUCTURAL •'O;NTS U9NG ASTIJ A325 OR A490 BOLTS" JUNE 23, 203L•. ADPENCIX B . ASD ALTERNATIVE. MATERiAL S: \UTS ASIM A563 WASHERS (FLAT OR BEVELED) ASik( F436 ANCHOR RODS (THREADED) ASTU F1554 GRADE 36 PLATE A - WOOD FRAMING KjH R. ' \ <,r c :i \)AgD5 CONFOR0. TG: {s� %Z)S - [GO; AND NDS S'.; ?PLEVENT - 2Cv ' NA. TiC.Nk �_SSti 5 P LC ".CAT`CN FOR K = *D A Y := ;RT 198 - - 'NA1L FEW` cTRA A%` =R; 1 . \ � �,=E`.'; GRA - ATP FAC'. %S FCC _ sz 4011 AND 0!APriRAGVS a.• -• ►' •t :'� : . __ SAWN LiV?ER A.14., . • - VA` ;,. :JRED as -:ti � t`.•__ i r:..: \ :. t:l ry l` P _ ` Tr-` �.--. �•,_- VIII( ' , % -R A CERTiF -CA E r - '`�-..! IJ�I,r� aov 7:1: C -Y-N,: AC - Ps"C . • \ �� „C'I CC►'\ \/V •V �'(n.,,. _E l.•1 1.(;n. r A!VL AT F•aTF4AC� -�.- Lc - - `.,' y-- _-- - - - - -- - - -- -- -_ fr _ 1 1C_ USE &i Lt .AV.N fS'Ir .._ =af • S:'f �\C �."^'. ' -� - rl - .,a__•- ._ _a. • aL - �- J�."` fir.: r. - ia: - � • -�.� i._.' �`•�-'� �_v s - • A S _ - _ _ _ - _ - _ � - - :H• -- _ _• p. rV_ _ - F � .. �S�.v _,r v,• .`+�. ` •.� _J. `�: -- \ - -i ` A -•-3 -- . - „` : -_ - �•- yv -- Vii, -.-- --- NAIL Ah T APLES : CONFORM TO IBC SEC. 2303.6 - NAIi S AND STAPLES.' UNLESS NOTED ON PLANS. NAIL PER IBC TABLE 2304.9.1. UNLESS DOTED OTHERWISE ALL NAILS SHALL OF COMMON. NAIL SIZES SPECIFIED ON THE DRAV61NGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE -_ - -- LENGTH DIAMETER -- 8D 2 -'fr' 0.131" 1OD 3' 0.148" 160 3 -h 0.162' ALTERNATE NAILS MAY BE USED BUT ARE SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. SUBSTITUTION OF STAPLES FOR THE NAILING OF RATED SHEATHING IS SUBJECT TO RENEW BY THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. - LAG B TS OLTS CONFORM TO ASTM A307. NAILING REQUIREMENTS PROVIDE MINIMUM NAILING IN ACCORDANCE WITH IBC TABLE 2304.9.1 "FASTENING SCHEDULE" EXCEPT AS NOTED ON THE DRAWINGS. NAILING FOR ROOF/FLOOR DIAPHRAGMS /SHEAR WALLS SHALL BE PER DRAWINGS. NAILS SHALL BE DRIVEN FLUSH AND SHALL NOT FRACTURE THE SURFACE OF SHEATHING. STANDARD LIGHT —FRAME CONSTRUCTION UNLESS NOTED ON THE PLANS. CONSTRUCTION SHALL CONFORM TO IBC SEC. 2308 "CONVENTIONAL LIGHT -FRAME CONSTRUCTION' AND IBC SEC. 2304 'GENERAL CONSTRUCTION REQUIREMENTS." MOST CONTENT WOOD MATERIAL USED FOR THIS PROJECT SHALL HAVE MAXIMUM MOISTURE CONTENT OF 19% EXCEPT FOR THE PRESSURE - TREATED WOOD SILL PLATE. REFER TO TESTING & INSPECTIONS FOR THE VERIFICATION OF THESE LIMITS. THE MAXIMUM MOISTURE CONTENT REQUIRED MAY BE LESS THAN 19% WHEN BASED ON A PARTICULAR CLADDING /INSULATION SYSTEM. REFER TO THE ARCHITECT'S DRAWINGS, AND PROJECT SPECIFICATIONS, OR WITH CLADDING INSTALLER FOR MAXIMUM RECOMMENDED MOISTURE CONTENT. PRESERVATIVE TRE WOOD MATERIALS ARE REQUIRED TO BE 'TREATED WOOD" IN ACCORDANCE WITH IBC SEC. 2304.11. 'PROTECTION AGAINST DECAY AND TERMITES' SHALL CONFORM TO THE APPROPRIATE STANDARDS OF THE AMERICAN WOOD- PRESERVERS ASSOCIATION (AWPA) FOR SAM LUMBER. ALL METAL IN CONTACT WITH TREATED LUMBER SHALL BE HOT- DIPPED GALVANIZED OR STAINLESS STEEL. A BUILDING PAPER SEPARATOR SHOULD BE USED BETWEEN ME HARDWARE AND TREATED LUMBER. d SHEATHINi 'VARIES 2x6 BLOCKING 0 2 B /SOFFIT Y 2x WALL FRAMING EXTERIOR WALL PER EXTERIO NON - BEARING WALL TO SOFFIT SCALE 1' = 1' -0' EXISTING WALL TO REMAIN — EXISTING SOG EXISTING NEW SLAB/ Ok FOUNDATION! FOUNDATION a u EXISTING STEM WALL & FTG NEW SLAB CONECTION SCREE 1' -- 1' -0' f 1 k � E j! i f f t �-- SLAB CCti'f_C i I I # I ;,ciA�LS I I -- i E -- BkWrl _ CAS rE i At �Ji` G>IE A VC - E t PARTIAL F PLAN 9CJIEE 1/4' = 1' -0� i I i I EXi 'mjNG CA.VTILEI TRIJ•S$�S 0 24'CC EY.STAG I . , t_aIt = f I r i SECTI NEW WALL ROOF SIMPSON 'OTC" ® 24'OC EXISTING ROOF NEW WALL HEADER PER PLAN STUD WALL & SHEATHING PER GEN NOTES SCA}.E' 3/4' = 1' 5/8' ANCHOR BOLT 0 24 8' EMBED 14x24' ® 24 EPDXY SET 5' INTO CLEAN HOLES PER MFR T/ SLAB PER PLAN COMPACTED STRUCTURAL FILL 2x4 KEY FOOTING DETAIL SICA L 314' = 1'--0' SHEATHING BRICK TO MATCH EXIST PER ARCH 3 1/2' BLOCKOUT LEDGER T ASPHAU m tai Co l.- ` FOR : • CODECOMPLIANCF- I I roy)VA11C 1 4' 8' 4' i'Sn� 7 1• '•1, 1 �olrnTicwEk� 1 Ii I f ! C I'•f i = ', Obi: � •� � C.fZ't i R.�GS I f w�C%; i ool T ZING 4W � 1 ti O 1 i - —_ - V ✓_ J _V PARTIAL ROOF PLAN r U Z a� 0 • " W 4'd � w W ' O00,-wz W � OD 0 CM J z 0) (1) ()) im _g (5 �QM� — J M � 0) Q .r L w W V Z C ,� Q W • � c U UY�mmLL WU w ,JNY0.LLtr -� Q CONSTRUCTION DOCUMENTS FOR MCDONALD'S RESTAURANT REMODEL 16501 SOUTHCENTEI PARKWAY TUKWILA, WA 98188 STOREM 04250 ' f .' �B���L�.. _ FREIHEIT & H( ARCHITECTS, INC_, P_'. aa!f s1 A" San awwx1w "m rovers " am. DRAM W. SA" DATE rAdlos PROJEff NO- Ob1T21 PRT , DATE` YOM I a `' Q MA IDETALS SHE S r l ceps +e soot Freaea& HOAdChA c2, ft. P 0 i 424" DRILLED & HAMMERED IN, NO ADHESIVE 0 24 T SLAB MATCH EXIST ce a e` a' EMBED WWF PER PLAN COMPACTED STRUCTURAL FILL r 4 b 0 NEK METAL STANDW SEAM ROOFINS, MWER — VEMOLMH LISIT BEAK Tyr COMPANY, PETER" AUMNK 'COMM FEW VERIFY VM WWONALPS OR APPROVED EQUAL. NEW SFMWM PAINTED PROJECT MANGER IF TO MATCH COPPER FEW SEE ROOF " FOR SALVA6ASM DETA". F- I t L 10 X -Zd. ............ ....... . .... o ............ . .. . .. .. .. . .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . 7 . ........... .......... ......... . . . . . . . . . . . . ....................... .......... ............... ........... • ................ P /..., ......... J� .............. ........ .. . . . ..................... TO HATC44 SHE" *** .......... ........... .............. . ........... . . : CREW -------- --- i I i .. ....................... ............ ........... .......... .... !j ..... ............... ......................... .......... ............ ......... ...... F Vo ............ ............... ........... ............ 0 .......... I .......................... ......... 0 . ............ ...... .......... • .....0 ...... Z, I i 0 ........... 0 .......... 'TRIK PAW TO KMATUN ............ ...................... 1� .............. : 1 . 1 .. * -. 1 . * 0 . 1 . 1 . : 1. YOU .... . ............. rw / "466 . ....................... ......... ...... ------------- 1 0 1 ...... I ........ ......... ... ................ .................. .. ....... .. �.: .. ... .. ................. ... .............. .............. ............... L-MSTM 1 7 — .P� I � - - - BRICK TO R04AK VO NOT PAW. DEMOLISH CORGIS. BRACE NV PILASTER. RRWARE NV PAW EXPOSED SURFACE TO Mum Aaw" CO WK Tvv. NOTE K%%MW SOFFIT SHO1W W PAWED TO MATCH 0E1U*ffl MOORE 'CHANTILLY LACE' / 0 2I22 -70. WTE: AL COLORS MV MAMALS SWW SHAU IINE MTAMV ON ALL SIDES OF BAWNS Vzprf EXACT EXTENT " MCD*Lqm FIR0"T Mmvvpm ............. ... . . . . . . . o... �/ . . . . . . . . . . . . .............. ........ ... ....... ... .... ...... . EAST ELEVATION sc, Ite = 1'-w w" mm STNVM SEAM ROOM, MYER. COMPMf, PETERSON MIHW WFIMt FEW OR APPROVED EQUAL. NEX SF07U6M PARTED TO MATCH COFFER PENNY. SEE R" PLAN FOR WrImI.S. E 1 jv. F -11-�!TIVI�l Tym ............ .................................... .. .......... . .......................... .............. ............ ................................. . ..... ...... ........................................................... .. . . ........................ . .. ...... .... . . .......... ......................................... ................................. ............ . . . ............. . ....................................................................... ........................ ... ............... ......... /4 ..... ...................... I I - . .................... .... ........ .................................. ............ .................... ....................... I .......... ..o..o ...................... . . . . . . . . . . . . . . . . . . ... I .............. :. I ............................ . IN ............................ ............ F ............................ ........... ... ... ... -- - - ------------------- . .................... .................... ............................ ................ .................... oo.. ....................... �; ..... . ............................ ................. ................ ..... ..................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . till . .. . . . . . . . . . ... . . . . . . . .. . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . ; . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . 01 k. T I . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :. . . . . . . . . r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1, .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. - - - - - - - - - - - - - - - - - - - - - - - f . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ------ oo ..... .................................. . .... .......... .............. ....................................... rl .... ..................................... e ............ .. ............. ................ t ... . ............ :--.' ........... E)GSTINS BRICK TO F434AR DO NOT PAINT. I : F1 ijr..7eo a;'A W- p" F, 7 WA EXTEND CASHERS BOOTH AND RELOCATE MW" `— AS NEC956W TO MOURE 4S-O' DISTANCE CaffERLINE To cocniam OF FRESEMIERS BOOTH NN XK SEE R-001R " SHEET AZ FOR HOW WOF440M DEMOLEW CORBEL BRACE AND PILASTER. FFEFAME AM PAMT EXPOSED SUMACS TO MATCH ADJACENT C4LOP, UP. NOTE.- MANSARD SOFFIT SHOULD BE PAINTED TO MATCH BENJVM MOORE WANTILLY LAW / 1 2122-10. NOTE ALL COLM NV MATERIALS SHOM SHALL BE REPEATED ON ALL SIDES OF OM DM. VERIFY EXACT EXTENT ViTH MODONALDS F10JECT HNVSM ........................... ...................... .......................... . .......................... .......................... ........................... .......................... . . . . . . . . . . . . . . . . . . . . . . . . . . .......................... ......... .................. ........................... ................ .......................... .... ........ ................. ......................... ........................... ......................... ............................ ......... ................ .... .. .... ........ .... ... .. I F 11 F I ................ ................. ................ ................ ................ ................. ................ ................ ................. WEST ELEVATION . ........ — -.— – — CODE A 990 """ r-0 2;-. cov of RuILOW o" SCALE: VWc 1-W OF Pmm Ufa. 2.16 Pm review approM is sutift to ems and orrasft AW&M of ommxum &Wwft dm not a&Wm the violation ot&-j adapted 0Wecr&dkw mom. R Of appmad PAN aid = 7 --m-o City Of Twmb a-MLDM Divu= moo to t" sco" � 'Vvlm l of p tv ew2 - of vlat ees- and MW RECSVED f>Tv OF TWAIPLA MY 2 4 M,- I OPE-WAST CEWEfi z — - - 1 v a 4 0 q p • TENANT IMPROVEMENT FOR RESTAURANT REMODEL 6501 SOUTHCENTE PARKWAY TUKWILA WA STORE # 04250 REVISIONS W10105 PERMIT SUBMITTAL 91070 OWNER REVISIONS 12127105 PUBLIC WORKS COMMENTS 121270 BID SET 111111106 PUBLIC WORKS COMMENTS 2AM OWNER REVISIONS 400 SITE REVISION 519106 PLUMBING SUBMITTAL 5(17106 OWNER ROOF REVISION ►M OWNER REVISION REGISTRATION 1: -c El "gi Fue M FREIHEIT & HO ARCHITECTS, INC, P.S. It mr 0 ox 3w mraxw wo r4swra f-amadw ORK" BY: cj" DATE-- 6QM pRQw ND- AQ6JN PRW WE owmW9 VRAVff4GkV*- M5-2041134" SHM A3 v4 a t f E N 1 i i ADA SITE KEYNOTES Q Dm01.ISH nE EX15Tiw ADA PARKING 51RIPLN6, CURB RAMP, my PARKW6 516 ozc A5 SHOWN STRIPE tM 5 E'R -FREE PAWJ* STALLS, AS 5M0M MW PRIMARY ACCESSIBLE BUILDMG BURMICE 0 ?YPIGAU. PAINT INFE MMPONAI S16N OF ACCM15LRY AT EACH BARRIER -FREE PAW M STALL. SEE PETAL 10/503. VERIFY EXISTLN6 PARKNG AREAS TO BE NOT 6REARR THML 2% 514M MANY DIREGTIM . ® STRIPE ACCESS AISM, AS . WI% MIN. 60" AISLE #0,"W TO EACH EARNER -FREE STALL 4 ONE To BE 46' WDE MOIL FOR VAN ACCESSIBLE PARKING. AISLE FROM PARKING 6 TO BUILDING TO BE 44' WIDE Mmk-t. ® PROVIDE AT LEAST ONE 'VAN ACCESSIBLE' ACCESS AISLE TO BE W WIDE MIS, AS SWM ® RISPAVE WSW* a -FREE PARKING AREAS TO 8E HOT 6R>rATER THAW U SLOPE IN ANY OIRGGnm AD.IAGEM ACCESS AISLES SHALL 8E 60' WIDE MIN. VERIFY F.XLSTING SLOPE IN RUN DIM" ro LE56 'n ML % AND THE CROSS SLOPE 15 2% OR LESS. ® PROVIDE AND INSTALL VEIMXAL STALL SIGPW FOR EACH BARRIER -FREE PARKING SPADE. SEE DETAL M. ® PROVIDE AT LEAST ONE YN4- ACCESSOLE' S16N FOR VAN- ACCESS113t.E BARRIM -FREE PARKMG STALL AD&AGENT TO 46' WIDE MflN. ACCESS AISLE. SEE DETAIL 4'SDI. ® STRIPE ACCES6 AISLE FROM BARRIER -FREE PARKING TO BIIILDI16, AS SWM AISLE SHALL LEE 44' WIDE MIN. VI3tIFY EXIST116 SLOPE IN RIN DIR6GTION 15 LESS THAN 5Z AND THE CROSS SLOPE 15 2% OR LESS. INSTALL DETECTAKE Y NIN66 AT EXISTING CURB RAMP. AD-II INSTALL NTERNATIONAL SYMBOL OF ACCESMLITY S GE AT EACH ACCESSIBLE ENTRANCE APJACAW TO ACCE56IBLl: PARI'J%. Sly DETAIL WAS. Q INSTALL DIW5CTIONAL 516NmE AT ANY NON-ACCE5618LE DOORS. SLSE DEmL -cos. ADJJST . AD-13 INSTALL SPMaMARM IMPAIRED 51 WE ON DRIVE -T+R11 CAD. AND EACH DRNE -nM SO WE Wli'1VK SEE DETAILS 14r" AND 515DI. PICTURE MEIN, CLIPBOARD AND PEWAS ARE TO BE PROVIDED AT EACH DRNE -THRU YONVOW. AD-14 INSTALL NM RAMP TO PIEI.IG R16F - M4 ELSURE MIWMN FMOO SLOPE TO BE NO 6FIEWER, THAN 83% 0:12). CROSS SLOPE TO IDE NO 6REA7ER TNAN 2% ( 142). LAW406 TO BE LOCATW AT BOTTOM NO TOP of RAMP AND AT ANY CM ISM IN VNWYM LANDINGS TO HAVE A CUM LEt WN OF 60' M9NUM. MAXIMN ALLOWABLE SLOPE AT LANDING 15 2% (1:481. HAND PALS TO BE INSTALLED ON BOTH SIDES OF RAMP AS REaMRW O*M RISE OF RAMP 6 6REATER THEN 6' IH N360. HAXH M RAM' RUN BEFORE LANDING RESUMED EQUALS W. SEA= DETAIL 5/901. - -- - -- — -- — — - - -- — -- - -- - — -- -- — - -- — - -- — � SOUTHCENTER PARKWAY N N r W r N e CA CO ri I a N SITE PLAN ticAv� _ 2a 0 5 10 20 40FF_ a D 7 % VICINITY MAP LEGEND mm GONGRETE avem NBN STRIP06 WM PAVING N6N LANDSGAPIN6 i $ VEHICLE MARKER ZONING -TUC (TImLAUIZ mm Comm PROJECT DATA: NAT AREA: wxs SQ. Fr. RESTAURAW.- 4,84 Sr-. FAST FOOD RESTAURANT OCCIPANG -- A-2 TYPE OF CONSTRUGTIOIL V$ PARI(M 4 SPACE51 1000 UFA = 14 STALLS (IM 3,98 SF. W AME FLOOR ARW EMTM PARKW. Sa STALLS MOM61BLE Rte: 3 STALLS (SUED ON 53 STALLS PROVIDED) AC 36IBLE PROVIDED= 3 STALLS _ SIGN LEGEND: - FP-43 MU BOARD 0 RR.,OCATED) © - GAD. 0 NWCAnV) © - PRE -SELL BOARD 0 REWCATV) o -Wrusm 0 - VftCOlE' 6An M►Y 0 MO o -wru" © - - nwx Yap BOLL x%v sm 0 m" SITE PLAN NOTES 5P WCAAT AM EMU* Aff"ALT NM W M A5FIftnG LAYM RB Mr ALL STRIPING FM SITE RAL PMT'r TO BE 1R1fFI , 1fEiWN M IRA M MW a COAV vow Exnw IIV "CIPOKSAM P1RO"T MAN06EL 5P-02 Rimmm ALL DQSu* am mm swv E vow evcr E?fim am MGDOW05 PPZUWr MAtiMW PIUM TO 6ON511QWnOI% T PX..M- 5P-os R13 m DOSTM6 TRASH CORRAL. vmrr EXACt Ex OF MARS AND RE�STORAnON 1V I'WaM S PR "T MAI1A613t MOTTO WMW, FOR IRA W CO WAIL SHIES IWARSt, SM VETAIIS 2WSM W= E 2WSM W" TRASH CORM FVM COLORS TO MXA M415NDW 0 GENERAL NOTES W of 1 W I 1 1 I I 0 L CONDUIT AND WIRING FOR ALL NEW s RELOCATED SIGNAGE 0 ARE BY THE GENERAL CONTRACTOR. ~ X x = x z 2. BASES, ANCHOR DOLTS, CONDUIT, AND WIRING FOR ALL OTHER SIGNS ARE BY THE GENERAL CONTRACTOR. 3. PROPOSED UTILITIES ARE SHOWN IN SCIEHHATIC ONLY. EXACT LOCATIHM SHALL BE DETERHINED TO ALLOW FOR THE HOST ECONONICAL INSTALLATION. H IF 4. THE CONTRACTOR SHHALL COORDINATE WITH ALL UTILITY CONPARIES E t0i TO DETERNUE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE M&DING ELECTRICAL AND PLUMBING p O O DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SF=, AND ' ' U U CIRCUITING a 3 3 .. o! U > > 5. FINISH WALK AND CURD ELEVATIONS SHALL BE 6' ABOVE FINISH W 0 W W Z 0 PAVEMENT. A O O O y rn 6. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO W BELOW > O O > > TO' OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, ix 3 3 O ix AND SPRIN SYSTEMS ARE BY THE OWNER/OPERATOR: Of U W 0 of H Z p in Z Z 3 m A J 3 3 O Q. PO IL O 0 Mew W o \\ o o O A N N NU N fIVIDW MpproM Is mjbW ID aim and one W --+ (U M It In AnmM Of CoH>rt xft doouTm is dnes not aullwft °C " v101ftO of MY r..oePW Code or ordin w2. pa c ot Of 4ppona COW '� is admow111dp * D p n a ° REQ%IF Al "IT L S A7E CF VMWe TON DS �� . r_ •• ,-r+wwe. �S � of PAVING SPECIFICATION m (NINQERN 3' TOTAL CONPACT£D ASPHALT THICKNESS) NOTE• IQDONALIM ENGINEER RESERVES THE RIGHT TO REQUEST A CO FACTION Z M TEST ANW/Ot A COW SAMPLE: W TESTS PROVE CIIRRECT, PER ABOVE 00 W W WATION, TESTS VIII BE AT THE E)VENSE OF NdQIALVS, Q 0 01 RVSSE, G.C. VILA. BE CHARGED. . D i 0% P L OCR LOT LIGHTING RECOMMENDATION U A � Aa z Q ¢ A Y 0 x.. pt 2 ]C LL. O W >. "a W W o x 0 = W CK PARKING INFORMATION 0 IF-- _j A a. C3 TOTAL 45 9 -0' X 20'-0' O 60' SPACES z T a 3 SPACES a 9' -0 X IW-ar o W SPACES O t� ca y ta 53 a o St a W 2 U (Y w no V z *_ O y z N IU Z J a¢ r Z N UTILITY INFORMATION d a W ca SIZE TYPE LOCATION LLS SANITARY SEVER LL. A WATER 0 ¢ STORM SEVER W ELECTRIC Q I I I I A GAS SURVEY INFORMATION tj A W CK ¢ W � > D: F I f ¢ a N z tj LEGEND a �' z Z ¢ Z LOT LIGHT oQ LP30 �� �� � a Z I L7 O EXISTDG ELEVATION - -- f, APR 2 5 �^ PROPOSED 0"ATM P a A PLAN SCALE: 1' = 20' � y � a, j C3 STREET ADDRESS ` W I ac 16501 SEJUTHCENTER PK *v/Y. ° 1 5 1 13 3t of U 0 1 v o CITY STATE STATUS DATE BY TUKWILA WASHINGTON PRELIMINAR COMTY PLAN CHECKED KING COUNTY AS -BUILT REGIONAL DvG, NO CORPORATE DVG. NQ 46 -069 04250 SP=2 t , S, p o � ;dmw Z V 1 6 -.40MAO SITE PLAN NOTES (CONT) 5806 DEMOI.M OLD L16W POLE AND REPLACE WITH W N POLE WITH SINGLE HEAD LWIT, SEE DETAIL 2/501. (FIXRIRE5 PER OM3Q VERIFY W/ MCDONAI.DS PROJECT ML46M IF BA5E5 ARE RFIISABI.E. IF RIM ACED, SEE DETAIL 4/501. SP-07 DEMOLISH OLD LI6HT POLE AND REPLACE 147H NE N POLE WITH OVAL HEAD L1W. 515E DETAIL 3/SDI. (PU 1RE5 PER OMM. VBtIFY W/ MCDONALPS PROJWT MAl446ER IF BA5E5 ARE RE)SAM.E. IF R[R ACISD, SEE DETAIL 41501. 5P-08 INSTALL NM POLE WITH DUAL HEAD L*K SEE DETAILS 3/5DI AND 4/5DI. OM MS PER Ormv. SP-ON N! LOCATE PRE --%U 80ARD, GAD, AND HEIN BOARD AS SWM TO ACCOMMODATE NEVI GASH BOOM EXTE WOK REVIEWED � F p OR t.ODF(:0MPUANCF Ronnn�r+�� MAY ,• Z 2006 y Of Tukwila RI 11I-Mr. nn1TgMhl N requip"mwpbn VAMRW � mn► 11IKdude eddKl" pbn raMMw jM F 0 4b 20' 0 10 20 40 GREASE INTERCEPTOR AND WATER SERVICE MODIFICATION PLAN STATE ROU 5 gyp• S.1-f, �C• 1� A = 03*39'17" 0 60 29 n, Theme plans. Lace been reviewed by the P111,11c Works Department for conformanc cc with ciment City standards. Acceptance is 811 bicct to errors and ornimions which do not authoriz v o f adopted standards or ordinancm lie r for the adequacy of the design reStit totally with the dmigna. Addition% deletions or revisions, to these drauings after this date will void this accoplance and will require a rmbinittat or revised dowin for subsequent app:' mL / /� /' j / //% / f` L 384.61 l ance is subim to field inspection b f // the Public Works utilities insp Date: .,- - r - ! � � _ . � /' -'' 0 • PVC . ' / ' I» J ' 1 00 A gg CuR5 U _)EVE LOPED AREA I' IRON PIPE NE P NG r - - I - .7 3. 1 r, U. 2' W S� T 5/8" F /z CON'. :'-A[ r , CONC1. FAiD IN: LIJ SH j -------- ---- AREA V p 6- TYPE I r - AWE LAN'liSCAPU) UR W/ W If r. 2* WASrE CON(". 6 DDMWNMTU MW V o_ 00 I R D .-RETAIN - 1 - W WALL rdm=105.3 TS_ ` /• / / / � / / �/N • p 'A U_ ^51E • EE=102.8 torx. w- Ra Z X S : I tj G ASPHAI' T DRVrE''*-' k. 2' J T t C.. RESTORE ASPHALT AND CONCRETE L TS LANDSCAPED AREA 0 L TS TO EXISTING CONDITIONS AFTER z ' rE i 59 IF r PVC . ... ..... .... < o % ' '' ---------- - -- - 1 1 > NIG INSTALLATION OF r PYC PIPING. " 4 9 LF O PVC _t 1 p ift MWMIN IPLANTER 2 X x % L -7 .9 ANGLE PARK ING3 STt t:: INSTALLCO W'2.00% 0 2.00X 4 \% C , T 14- LVA- 00- INSTALL CO BLACK WATER ONLY. CARRY n 12 LF C PVC 43 LF 6 PV J1 0 2.00% MIN. X 0 2.00% ASP*f*1.-'%1'_T P A NIN G. INSTALL CO C) 0 INSTALL CO _J z 45 LF 6 PVC W 7 IF 6 PVC 0 2.00X x z r7O LF PVC x 2 0 2.00% !z p. 0 • EX 6 SIDE SEWER SHALL. BE LOCATED Of '10 F�j "e S ANGLE PARKillIG STALLS AND VIDEO TAPED 70 VERIFY ITS CONDITION. 19STAff 2.500- CO. IGALLOtt GREAT W§RCEP'FOR BY 01.17Y % ; / ' ! I I � I ' IF THE INTEGRITY OF THE PIPE IS POOR VALXT 1"m 61211 -,r OR/APPR0*W EQ611& TRIXT MY L (PER INSPECTOR) MUM WITH NEW 6 PC WATER: LA"M or __j t; UP Y.) THE OWING Cffmm- 'A L• CONNECT 70 EX SEWER CLEMM AT f ' F)OSFM INVERT ELEVATION. EASE A �IRON T&C E "C ARE A c. A TR 7. S 00'34'46" E 380.00" OL N 00*34'462' _2 Zx R35 --- — --I— P_ — - _=�� INS1ALL A REDIM PRESSURE PRINCIPLE ASSEMBLY PPA) C FF;ID- 1 ipG" P; C. -(B- SEE 5/p __ FMVffA1ffY_ 666�'OVTHE DOSING 1.5 PERIUMENT 0.2' VLJ10 METER. RPFA SHALL. BE INUMM IN A HOT BOX OR APPROVED EQUAL ANCHORED TO A CONCRETE PAD. SEE DUAL THIS SHM. (57TH AVENUE SOUTH) A .� SOUTHCENTER PARKWAY A 5, SPIFIAI T R 0 A;'.,'*tt,: FO ND CIONC. LK*.*. 9 -.,ASE ASE ENTER 1 - 228 1 ' CEN.1. XS M-0j.'j1V.E•W_ '.N0 i � Z�! i CEt SUR NE FER OFF-& N .4 EXISTING IRIMJION DED= AIM SHALL BE MODIFIED (RECOMMENDED) ENCLOSURE 'HOT BOX' OR EQUAL -n (RECOMMENDED) 120V ELECTRICAL OUTLET FOR HEAT TAPE. INSTALL HEAT TAPE FOR FREEZE PROTECTION FIN-SHED (RECOMMENDED) IN , C M CONCRETE PAD PER MANUFACTURE COMECT TO � I WATER METER I-SLEEW andMATMY (TYP-) ADJACENT TO IL FLOW (SIDE VIEW) CENTER BACKFLOW PREVEN'TER IN - OSURE y MIN UNIONS RECOMMENIUM • ORA;N .N. 2 27 DOECT BURIAL. OR IN IWO CONWT. PER ELECTRICAL PERMIT REQUIREMENTS i 3) (IMUMOMEPAM) — SS. �v --- M K CA)PPM BRA OR APPROVED EQUAL hm MALL FEBCO RPPA MODEL 860 (1 1/2 OR APPAMM EQUAL IN WT BOX AS SHOVL REDUCED PRESSURE BACKR-OW ASSEMBLY %0%7 TO SCA-E 9 4 WITH THE ADDITION OF A NEW ECR-WP 'TYPE REGISTER. Fmm ft U) LLI I TESTED AND RESULTS SUBMITTED 70 PUBLJC: WORKS. Appr" Cf mr6trucOm domob does not aftft _j 91 0 *WM of &W acoMzed code or a*mm pA0* Ul of aXwoved Cepi vid Is adm0p 11 1 LLI ? =3 pi W Dam z Cr MY of 'Irukwda N=ING DIVISION C) (> Z CNI IL X, �z in C 40 a Z C di Ul C4 C C4 U 5 o 0 U) z a 0 z CP tr 0 IL CL IL � � 0 0 I R p U� W 2 -0 E =0 Z Fa Fa a 0 Ix W_ CC 3 r 3r. R X X 0 W co ;? 2 6 W 0) 40 4D zi ' F)OSFM INVERT ELEVATION. EASE A �IRON T&C E "C ARE A c. A TR 7. S 00'34'46" E 380.00" OL N 00*34'462' _2 Zx R35 --- — --I— P_ — - _=�� INS1ALL A REDIM PRESSURE PRINCIPLE ASSEMBLY PPA) C FF;ID- 1 ipG" P; C. -(B- SEE 5/p __ FMVffA1ffY_ 666�'OVTHE DOSING 1.5 PERIUMENT 0.2' VLJ10 METER. RPFA SHALL. BE INUMM IN A HOT BOX OR APPROVED EQUAL ANCHORED TO A CONCRETE PAD. SEE DUAL THIS SHM. (57TH AVENUE SOUTH) A .� SOUTHCENTER PARKWAY A 5, SPIFIAI T R 0 A;'.,'*tt,: FO ND CIONC. LK*.*. 9 -.,ASE ASE ENTER 1 - 228 1 ' CEN.1. XS M-0j.'j1V.E•W_ '.N0 i � Z�! i CEt SUR NE FER OFF-& N .4 EXISTING IRIMJION DED= AIM SHALL BE MODIFIED (RECOMMENDED) ENCLOSURE 'HOT BOX' OR EQUAL -n (RECOMMENDED) 120V ELECTRICAL OUTLET FOR HEAT TAPE. INSTALL HEAT TAPE FOR FREEZE PROTECTION FIN-SHED (RECOMMENDED) IN , C M CONCRETE PAD PER MANUFACTURE COMECT TO � I WATER METER I-SLEEW andMATMY (TYP-) ADJACENT TO IL FLOW (SIDE VIEW) CENTER BACKFLOW PREVEN'TER IN - OSURE y MIN UNIONS RECOMMENIUM • ORA;N .N. 2 27 DOECT BURIAL. OR IN IWO CONWT. PER ELECTRICAL PERMIT REQUIREMENTS i 3) (IMUMOMEPAM) — SS. �v --- M K CA)PPM BRA OR APPROVED EQUAL hm MALL FEBCO RPPA MODEL 860 (1 1/2 OR APPAMM EQUAL IN WT BOX AS SHOVL REDUCED PRESSURE BACKR-OW ASSEMBLY %0%7 TO SCA-E 9 4 WITH THE ADDITION OF A NEW ECR-WP 'TYPE REGISTER. Fmm ft U) LLI COMPATIBLE WITH INVENM ALITOMA71C READING SYSTEM (NO RADIO REQUIRED). THE D(ISTM DCVA SHALL BE " N*w 8 XMW Is 9 &Ad 10 0-01 Ud enddim TESTED AND RESULTS SUBMITTED 70 PUBLJC: WORKS. Appr" Cf mr6trucOm domob does not aftft _j 91 0 *WM of &W acoMzed code or a*mm pA0* Ul of aXwoved Cepi vid Is adm0p 11 1 LLI ? =3 pi W Dam z W C-4 Cj C-j Q r7 N00 MY of 'Irukwda N=ING DIVISION GREASE TRAP SIZING CALCULATIONS- NijVBER OF YEALIS WASTE FLOW REI ENIM STORAGE LIW!D (PER_hWR) x W, - r_ x T I ME x FAC710IR = CAPAC17; i 10D x 5 x 2.5 x 2 2.500 USE 2.500 GkLMJ -�tTERCEPTCRI. LT-UTY VAULT C(AfPANY VW& NiJUBER 612-GA OR APPROMED EQUAL CR-TERA tXPORM P:;41t&%G CWE APPEE :IX H) SPECIAL NOTES- 1. SIX" PREPARED BY mm HANSON m ASSOCIATES. INC. DATED JAN. IM AND MS NOT 004 VERIFIED BY B.C.E. 2- DATUM: ASSUMED 3. ALL NEW PVC PIPE SHALL HAVE A MININUM OF 2' OF COVER Y CONFLICT NOM- CAUFM T;-.£ Suk-'- BE PESPONSSLE F^R :1-C LOW.jC%, OF ALL EkSThV_', tJTKnES AL-EETHER SVO -- " ON TI,_S1: PLANS OR NO !9f PO - -�E AND SURVEYL�4 TrtEr W3R5ZO?*TAL X% Vu _9 Lce-A Pe-43= TO CC rHS SE -NCLUXE CALUNG vrJ_1Y LOCATE 0 1-800-- AND - 1--" P10THOL0 ALL Of THE EkS UTUr-ES, AT LOCATOG OF' W4 U CJGSS:�4S To PHtS,� yW M VERI W-E U 9 OR WT COWUCTS CAST LCCA CAF SAM UTIL AS SHONN Cot - HESE CALL PLANS ARE PASED "ON THE UNVUi'RED %BM %:'OtWATON " ARE SJJ3J'ECT TO vAp.A.T.0ft_ If CM'CUCTS SIAWILD OCCUR. TIE Wrl'-WTOR SK& M%SU71 8Ak,_'4j,1 1-WO-424-MM EN(PiEEEERS. V-. - 10 RESOLVE &L PqO%t WROR TO PRCCEMIX V) P A E C, T 10 N MOM rig JUN 2 3 WN pmucaffm CONTRACTOR SWU BE FULLY RESPONS(KE FOP OaTARkK FUNiTS FROM THE WASMIGTICA STATE r"MTW_ OF NATURAL 9ESOURCES FOR ROMING, A% Rff`LAC*4 AM SURVEY MOKAISrIATM THAT MAY BE AFFECTO Eff C0NSTR(=1AN ACTN". PL',RW1 TO WAC 332-120. APKr.ArO2NS %W. BE COWPLETED BY A IREGGTERED tAND SURVEYOR- APPL" FUR PEW- TS TO REI0&s'E L WAY SE OBTAiNLED FROV TFX WASKWsON SYW_ &E-PAIRTMENT OF '1%ATURAL RESOURCES. OR W- CO%7ACTM TFER OFFICE BY TELEPPONE AT (2736) 902-1190. WJ&4N6T10i S DEPARILVENT OF NATURAL RE-%XURCES F"Jar, LAND SLO6 OFF" ill) *ASH-%#j'TCX% STREEI S-E. P-0- BOX 47360 DLW;".& &AS:CV.', 535 L;". CCAP.-L70% OF CONSTIRIXt ALL WCAWEENTS DS.VLXED, REWOVED. OR OESTR&� S."Aa-L $E RE_qAU_jD & A REW:URE 9. D LAND ,EVEYOR• AT THE COST XV3 AT D D WIC T Cf T CON TO P-JESE 9EGU TK Ar FORUS F OR "rEALAXWEENT Of SA0 %PWUVEIVATION SMALL ALSO BE T"E: StES�GUY V 7K CO% CTOR. I . p • 0 0 CV) U) 00 r Cl1 0 0 0) 49. 04 -� IL Z C4,4 Z Nt 0 W z 0 N Ir � C'4 Ne L? 0 rn 4 m >C (A LIJ O N U) LLI — 7: 2 Ul LLI ? =3 (L C3, o L L: :z LLD W C-4 Cj C-j Q r7 N00 p (:) C4 r OD (D 00 C) (> Z CNI IL X, C*j in C 40 0 U = C rn 4 m >C (A LIJ O N L1 6 U) LLI — 7: 2 Ul LLI ? =3 (L C3, L L: :z LLD W C-4 Cj C-j Q r7 N00 p (:) C4 r OD (D 00 C) (> Z CNI C14 _1 C-4 C4,j 5 C14 1-- t1f) . 0 = di Ul C4 C C4 00 Laj --f -4F 5 0 U) z CP tr -0 E =0 Z 5 2 0 L1 6 I I 1 ; I a FOR PIF?e CONTINUATION -- SEE '6RE/ SE INTERCEPTOR AND WAT R SERVICE MODIFIC ION PLAN' SHEET GCO rJEW 6 "I 1 E SEWER F IONNEOT N (TRANSITION it FROM 4* AFTER GCOA 'I i { : �` NEW 4 El -- ' --- 6" W TO NEIL GREASE INTERCEPTOQR (TRANSITION FROM 4" AHT�R GCO) GCO _— EX. 4" W Q ' l CONNECT TO e EX. V! CW CONNECT TO - -� AA F F"I" Nr- DOOM I , y ?" 4W *- CONNECT TO EX 4,21, IM I � y CONNECT TO r ` 1 : EX. 4" C.O. EX. 3 CW 1 /'` Ex. FCO 00, �• ' Vie- ' 1 C ' 's ' I j` I •, IM 1? ! i ° • . r IV i 1 I{ CONNECT T , j ; :,� - , F� -j ; , - ,, :�• ` �� - - EX. 11 NW II -NEW 4" W� _ - - • {- . I , - - i CONNECT TO Ex. y2" CW EX. 2" NEW 2 11 W I I {� I NEW 2" W ` EX. 4" C.O. STO RAC# CAP 4 ABANDON = I UNUSED EX. WASTE CONNECT TO DINING CONNECT TO 'I` PI IN PLACE. EX. y2" CW I NEW 2" W UP TO '' __r= I CUSTOMER 14 CW EX. 11 2 CONNECT TO -__ 015HWASHER �.- �� I l! _ ERVICE, , j ` ; # _ ; i_ . EX. I" CW I i f �' - �. KITCHCN ry SODA SLEEV ' ` ` E X. ft' C.O. 1 :' , , II. °= __ - • 1 F ROM 50D :�,� • � ;. i I ; ; � ` I FACTORY EX. SINK 2 V. CONNECT I 2 W. GOf�NE l �� '� - j -,= - - CONNECT SINK TO EX. Y PIPE. I �^ TO EX. W >r'IF'E_' E - . - - :: : i :; t WASTE TO Ex - _ { r. ..3 ' CW I UNDERSLAB 6 SODA SLEEVE - I � ' _ . � � . I : '4 --. WASTE PIPE. - E ! :I :I 111 # f }t)ti� I i l, �W L � -- - - - -- ------------ - - - - -- -�--, REMOVE EX.. GREASE _ _ ..... -.. _.. PIPES RUN OVERHEAD :.`y ; _ . _ _ INTERCEPTOP CW..- I b� _ -_ �' _ �._�. f kl: ;F I° COMPLETE. 1 i ! I _ t ,,.�} M -I - ; : - ` i 0 6 SODA SLEEVE'S :A��iIIrR LOOR PLAN { = .12" X 12 X 8" PORCELAIN M F _S� i00 H SCALE:1 /4' =1' -0` s - :- --*- ` ' ;FLOOR SINK WITH 2" OUTLET. ' �: ZURN MODEL Z1901 r 2 OR APPROVED EQUAL. z 1, PLUMBING SYN -MBOLS LEGEND 9107105 .r A351Rv D;E CRIFTIOi`1 r I ABBRV °-i { II 1 II I PUBLIC WORKS COMMENTS ZW O6 OWNER REVISIONS r' SITE RE VISION SW PLUMBING SUBMITTAI I I r 'I REGISTRATION �•.r , ice. T"1 rS TP i ( � rtoCo GCO AFF 1 f :Ty - - -_ —_— 11:.• �.'_... ..- !ri: = . N lip" { { I i . • -- . -rte. T_. e 1 1 _ 2 iT <' ! !II ! 'r FFICE ..OFFICE -/ a FOR PIF?e CONTINUATION -- SEE '6RE/ SE INTERCEPTOR AND WAT R SERVICE MODIFIC ION PLAN' SHEET GCO rJEW 6 "I 1 E SEWER F IONNEOT N (TRANSITION it FROM 4* AFTER GCOA 'I i { : �` NEW 4 El -- ' --- 6" W TO NEIL GREASE INTERCEPTOQR (TRANSITION FROM 4" AHT�R GCO) GCO _— EX. 4" W Q ' l CONNECT TO e EX. V! CW CONNECT TO - -� AA F F"I" Nr- DOOM I , y ?" 4W *- CONNECT TO EX 4,21, IM I � y CONNECT TO r ` 1 : EX. 4" C.O. EX. 3 CW 1 /'` Ex. FCO 00, �• ' Vie- ' 1 C ' 's ' I j` I •, IM 1? ! i ° • . r IV i 1 I{ CONNECT T , j ; :,� - , F� -j ; , - ,, :�• ` �� - - EX. 11 NW II -NEW 4" W� _ - - • {- . I , - - i CONNECT TO Ex. y2" CW EX. 2" NEW 2 11 W I I {� I NEW 2" W ` EX. 4" C.O. STO RAC# CAP 4 ABANDON = I UNUSED EX. WASTE CONNECT TO DINING CONNECT TO 'I` PI IN PLACE. EX. y2" CW I NEW 2" W UP TO '' __r= I CUSTOMER 14 CW EX. 11 2 CONNECT TO -__ 015HWASHER �.- �� I l! _ ERVICE, , j ` ; # _ ; i_ . EX. I" CW I i f �' - �. KITCHCN ry SODA SLEEV ' ` ` E X. ft' C.O. 1 :' , , II. °= __ - • 1 F ROM 50D :�,� • � ;. i I ; ; � ` I FACTORY EX. SINK 2 V. CONNECT I 2 W. GOf�NE l �� '� - j -,= - - CONNECT SINK TO EX. Y PIPE. I �^ TO EX. W >r'IF'E_' E - . - - :: : i :; t WASTE TO Ex - _ { r. ..3 ' CW I UNDERSLAB 6 SODA SLEEVE - I � ' _ . � � . I : '4 --. WASTE PIPE. - E ! :I :I 111 # f }t)ti� I i l, �W L � -- - - - -- ------------ - - - - -- -�--, REMOVE EX.. GREASE _ _ ..... -.. _.. PIPES RUN OVERHEAD :.`y ; _ . _ _ INTERCEPTOP CW..- I b� _ -_ �' _ �._�. f kl: ;F I° COMPLETE. 1 i ! I _ t ,,.�} M -I - ; : - ` i 0 6 SODA SLEEVE'S :A��iIIrR LOOR PLAN { = .12" X 12 X 8" PORCELAIN M F _S� i00 H SCALE:1 /4' =1' -0` s - :- --*- ` ' ;FLOOR SINK WITH 2" OUTLET. ' �: ZURN MODEL Z1901 r 2 OR APPROVED EQUAL. z 1 ! I I 1 1 } 1 DESCRIPTION BALL VALVE OR A C. K CHECK VALVE UNION TRAP PRIMER LINE =LC)OR CLEAhC Oj !'ALL CL EA*j alT GRADE CLEAN C L:. OvE FI' r Lf.. NOT TO :%A►_E A . – >L_` / E i i E i 2" V. CONNECT TO EXISTING r VENT PIPING j \ fo SODA SLEE RUN LINE OVERHEAD FROM SODA T OWER A I� � I � 3,4*" TREATED CW I RuN LINE OVERH I FROM SODA TGt!,FER i i I � I I FLOOR 5VIK 'I 2°„ i C1TY�Ti w1Y A , PERIrI1TCENTER . r BEVERAGE BAR PIPING ISOMETRIC N.T.S. • r 0 • r I ` /- 1 � 2 -W I� 2" v 6" SODA SLEEVE CONNECT RUN LINE OVERHEAD a TO EXISTM FROM SODA TGLEK_ .0.1� VENT PIPIN 4 314" TREATED CW RUN LINE OVERHEAD FROM SODA TOWER CW 2" W CONNECT i TO EXISTING -� WASTE PIPING I I I 1 I I I ' I I 1 _ I PLUMBING SYN -MBOLS LEGEND 9107105 SYM 'CL A351Rv D;E CRIFTIOi`1 7MBCA- ABBRV °-i BID SET I=Ld`1 i1 G E0J T ;ENT PUBLIC WORKS COMMENTS ZW O6 OWNER REVISIONS 4016106 SITE RE VISION SW PLUMBING SUBMITTAI 6127106 •. REGISTRATION �•.r , ice. T"1 rS TP rtoCo GCO AFF :Ty - - -_ —_— 11:.• �.'_... ..- !ri: = . N lip" . • -- . -rte. e _ 2 _ 1 ! I I 1 1 } 1 DESCRIPTION BALL VALVE OR A C. K CHECK VALVE UNION TRAP PRIMER LINE =LC)OR CLEAhC Oj !'ALL CL EA*j alT GRADE CLEAN C L:. OvE FI' r Lf.. NOT TO :%A►_E A . – >L_` / E i i E i 2" V. CONNECT TO EXISTING r VENT PIPING j \ fo SODA SLEE RUN LINE OVERHEAD FROM SODA T OWER A I� � I � 3,4*" TREATED CW I RuN LINE OVERH I FROM SODA TGt!,FER i i I � I I FLOOR 5VIK 'I 2°„ i C1TY�Ti w1Y A , PERIrI1TCENTER . r BEVERAGE BAR PIPING ISOMETRIC N.T.S. • r 0 • r I ` /- 1 � 2 -W I� 2" v 6" SODA SLEEVE CONNECT RUN LINE OVERHEAD a TO EXISTM FROM SODA TGLEK_ .0.1� VENT PIPIN 4 314" TREATED CW RUN LINE OVERHEAD FROM SODA TOWER CW 2" W CONNECT i TO EXISTING -� WASTE PIPING I I I 1 I I I ' I I 1 _ I vell 1 'w 9107105 OWNER REVISIONS oi PUBLIC WORKS i TENANT IMPROVEMENT FOR MCDONALD'S RESTAURANT REMODEL 3501 SOUTHCENTEF PARKWAY TUKWILA, WA STORE # 04250 REVISIONS 8110105 PERMIT SUBMITTAL 9107105 OWNER REVISIONS 12127105 PUBLIC WORKS COMMENTS 12127105 BID SET 1111106 PUBLIC WORKS COMMENTS ZW O6 OWNER REVISIONS 4016106 SITE RE VISION SW PLUMBING SUBMITTAI 6127106 PERMIT REVISIONS REGISTRATION ors FREIHEIT & HO ARCHITECTS, INC., P.S. DPAM Br. AG UTE swm rMOW INO: PRNI DATE se>g m ocUNE w 1� SHEET m 1 Cop +d+i 2006 Fr~ 3 Hollers lecb. ft, PAS 0 6 zl BEVERAGE MACHINE ISOMETRIC M1 I N.T.S. 192 Nickerson, Suite #300 Seattle, Washington 98109 Phone: 206.285.2966 Fax: 206.285.1045 r • GENERAL NOTES I. ALL CONSM*TION 5HALL COMPE.Y MTN 7HE 2003 INTERNATIONAL BUILDING GODS W/ WM9H INGTON STATE AMMENDN� AS ADOPiiSD BY THE CITY OF VXMLA, THE. M EWGANS M79 DISABILITIES ACT. VOSHRNSTON STATE ENERGY CODES, AND ALL APPLICABLE LOCAL CODES 4 STANDARDS. 2. CONTRACTOR 15 TO VERIFY ALL EXISTING CONDITIONS. DIWNSIONS, DETAILS, ETC, AND AS S OON AS DISCOVERED SHALL NOTIFY THE AR+GWTECT OF ANY AND ALL DISGREPAWES PRIOR TO PROCEEDING VaRl THE WORK 3. ALL IMI S MARKEV %I L. ARE NOT PART Of WS CONTRACT. 4. L.ATHNN6. PLASTER, AND 6YP%H WALL BOARD SYS70.6 SHALL CONFORM TO CHAPTER 25 OF THE 20M I.B.C. 5. D0 NOT SCALE DR#m65; DIM3ISIONS GOVERN. 7HE CONTRACTOR SHALL NOTIFY ARCHITECT TMMEDIA7ELY OF ANY AND ALL DISGRC-PANGIES. 6. ALL DENENSIONS ARE FROM FINISH FACE OF WALT. TO CENTERLINE OF EXIS0* COLHJM OR FRNISH FACE OF EXISTM6 WALL LAICISE OTHERY W NOTED. 7. NMERE CONSTRUCTION DETAILS ARE NOT SHOYMI OR NOTED FOR ANY PART OF TEE WORK THEE DETAILS SHALL BE THE SANE AS FOR OTHER SIMILAR WORW, 6. WHE3M VVv%M OR ITEM OR PARTS THEREOF ARE R TO IN SIN6U4.AK IT 15 INTENDED THAT WCH SHALL APPLY TO AS MANY SUCH DEVICES, ITEI -S OR PARTS AS ARE REQUIRED TO PROFMY COMPLETE THE WORK 14. CONTRACTOR SHALL VERIFY ALL 'MLDEN6 STANDARDS' WITH Mum* LANDLORD PRIOR TO B661N m ANY WORK ftm OTHE KSE NOTH.D. HONEVEBR THERE SHALL BE NIO DEIMTEONS WHAT- 10EVER FROM THE CONTRACT DOCU eft WITHOiJT THE ARCHITECT'S PIRITTEN APPROVAL THEREOF. THE CONTRACTOR AERIES TO DEI`EID, IFFY, AND HOLD TEE ARCH' WfT HAI;KESS FROM ANY CLAIMS ARISING AS A RESWT OF UNAPPROVED CHANGES. 10. IT SHALL. BE THE RP_SPON 81LITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER S O MI FERGON OR NOT AND TO PROTECT 7HE14 FROM DAMA6E. TIE CONTRACTOR SHALL BEAR ALL EXPEIM OF REPAIR OR REPLACEMENT OF UTiL.ITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN C0NJJITCTION NNTN THE EXECUTION OF HIS WORK 11. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL RWA REMM OF ALL UTILITY COMPANIES t .ESE OTH OW41SE NOTED IN THE PLANS AND SFWFICATIONS. 12. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A CLEAN (!BROOM) CONDITION AT ALL TINS. 13. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF 1HE OCCUPANTS AND WORKERS AT ALL 7015. 14. APPROVED PLANS SHRILL BE KEPT IN A PLAN BOX AND SHRILL NOT BE USED BY ANY MOZI3E. ALL C0671WTION SETS SHALL REFLECT THE SANE (FORMATION AS M L AS ALL REVISIONS. ADDENDA AND CIWISE ORDERS THE CONTRACTOR SHALL ALSO MAINTAIN M 6" COIDMOH. ONE C41WLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND GHANSE ORDM, ON THE PT0IISES AT ALL TIHES WHICH ARE TO BE UVE . TIE CARE OF THE JOB SEVERINTENVENT 15 THE CONTRACTOR SHALL BE RE5P MEILE FOR THE COMPLETE SfiU4W OF THE MLOW AND SITE WKLE JOB IS iN PRO16RE% AND UNTiL. THE JOB IS COMPIJ:TER 16. ALL WORK SHALL. BE WARANTEEP FOR A PERIOD OF ONE () YEAR AFTER COMFLETLOK LN LES6 OTHFRNISE SPMMW, AND SHALL. BE 50 STARD IN COMRACTORS WRIT MW PROPOSrAL. AND A6REEMHIT. ALL IWAMRS, CORRECTIONS, DISGREPAN IES, ETC, MUST BE MADE ViTHOUT ANY ADDITIONAL COST TO THE ONE R. AND VaTHIN FLUE (5) DAYS AFTER NOTICE IS GIVEN. 17. ALL OPERATIONS COtDUGTEV ON THE PF0455M SHRILL NOT BE OBJWTIONABLE BEYOND THE PRO13UY BAJNDARY LIES BY REASON OF NOISE, 57E:AK ODOR, FUMF5. 6ASE5, SMOKE, VIBRATION. HAZARD OR OTHER CAUSES. M ADDITION, THE CONTRACTOR SHALL MROOZE DISR E11ON15 OF ADJACENT TENANTS DUE TO NOW, ODIOK CORRIDOR FUNS% OR VIBRATION. ALL COMMON LOBBY AND CORRIDOR SPACE SIALL BE KEPT CLEAR OF DUST, DEBRIS. AND CONSMWTM MATERIALS AT ALL TIMES. COORDINATE CONSIRUGTiON SCHIXUE WITH BUILDt* NLANA se�1r OFFICE. 16. FL AWABLE LkWVS SHALL NOT BE PLACED, STORED. OR OW0 5M IN THIS OCCUPANCY EXCEPT AS PROVIDED M NFPA STANDARD 30 AND THE CAIM NT UNIFORM FIRE CODE. PERNNT MAY BE REaRRED M. UPM COMPLETION OF C0N5712I TIOK CLEAN ALL 54JRFAGES 20. MAINTAIN ALL EXIT PAMIAYS DINING C4OHSMr_-T10N. 21. PRIOR TO THE START OF CA GMZTiOK IT SHALL BE THE RES11MOR,iTY OF THE GOWAL. CONTRACTOR TO OBTAIN VO4OUTION PM4T FOR ANY FWARED VO4OL MON NORK FROM THE LOCAL ACTION AND TO C 0HDL.Y WHIN THE FEDERAL REialIREHENT OF AS9 5TOS ABA7E3 -ENT. ASW.7TOS %RVEY 15 REQX RED BEFORE RDMAAONN OR VEHO .IMNL 22. PATCH AND REPAIR ALL EX15TW6 S MACEES AS REMIRED BY 004MMON AND NE1 COHSTRIJCTEON TO RECEIVE IENN 50WILED FINNSHESt. ALL S WACES ARE TO HAVE %AM -N EPr APPEARANCE 23. CONTRACTOR SHALL VERIFY ALL POW" AND 01HER DIMEIVAON5 FOR EC>IUPMENT FlMNNSIED BY H M.SEiF OR BY OTTERS. 24_ REPETITWE FEAIVI 'S ARE VRAM ONLY ONCE AND SHALL BE COMPLETELY PROVIDED AS F VRAM IN FULL 23 IF HAZARDOUS MATERIALS ARE FOUID TO E)GST ON THIS PRO.6GT, THE CONTRACTOR SHALL CEASE ALL WORK RELATED TO IM HAZARDOUS NATEtiALS 4 iM WATELY NOTIFY THE OKER IN rVJTMG OF THE GIR0tMTANGS 26. ALL MORRK SHALL BE COMPLEMP IN ACCORDANCE Neill THE MAWIFAGIIMlR'S LATEST REaGOWENPATLONS OR NRETiEN VIRE3CTUX6. IF CONFLICTS E)OST, C WACT THE CON57RUCTTON MANWAR FOR CIAREGATiON S. 27. F RE32ME17. A CONSMICTLON BARRICADE SHRILL BE 065TALLED BY THE CONTRACTOR, PMME). DETARM AND LLLHMTW AS REGLNW. NO SKIN OTHER THAN THOSE AUi RAZED BY TEE CON57RUCWN MANAE,Fit MLL BY PERMNTTED ON TTRIS BAAQRiCADE 28 7HE: CONTRACTOR 5HALL BE RES kMSIBLE FOR ANY AND ALL SHORING, BRAC.N6. Olt OTHER 70410RARY STRJCTURJ -. 51M'PbRTS AS MAY i£ RMWED AND SHALL BEAR THE COST'S OF ANY 8 16 THAT MAY BY fmI m;w 24. THE 6E EIM CONTRACTOR ADD 14S SUBCONTRACTORS SHALL PERFORM PIORK'THAT' DOES NOT RdTEW Eaw- FM NOWAL OPERATM16 BJSD06 HQIRS OF 7HE STORE MORK THAT AILL f MW lm.E Rw Tom OF OPEtAXIM SHALL BE FE RFORNEU DURING NON -IU5e4!% HOURS 4 ALL AXriCPATED OVE R E REOMW SHALL BE WAU7FD IN THE BASE BID: 30. SHOULD A C014FI X,T OF fiFORMEATION E *ST iN THE COSST. DO0U4WT5, THE CONTRACTOR 5HAALL STOP MORK N 7HE AFFECTED AREA AND CONTACT THE ARCHITECT "MATELY. 31. JOS SITE SAFETY: THE ARCHNTNSCTiEE ONEElt HAS NOT OEM RETARNIBD OR COMP NSIATE D TO PROVIDE DESIGN ANDIOR WN STRUGTION REV113 5EZVICES RE ATED TO 1HE CONTRACTORS SAFETY PR BuwnONS OR TO N'EANIS, YETHODS, T150IN7GIES, SCaei US OR PIROCa%RES FOR THE CONTRACTOR TO FEWORR HIS MORIC THE UNDR3t TAKING OF PEtiODIG S"E Y6n BY THE ARCH TCT/ L i *lEER 5HAL.L IM BE CONSTi kJED AS 9IJ99W" OF A67WIL C 6'sVX riON NOR MART 04 !RE"00LE FOR FROVD96 A SAFE PELAGE FOR TIE PERF WJANGE OF PORK BY THE CONTRAGTOK SlJ3WhlRACT0RS, SWPLIER.S OR THEIR R EIPLOYEES, OR FOR ACCE%. VI5115, ", MONK iRAVIEL OR 0CC1N'AIIGY BY ANY POMOK 32- CO.mim OF uw- THoE ORms6s WIVE BE m PRIPPARED SOIAY FOR LSE ai LIE R£4om OF TTE MTR* SIRZY ME LOCATED AT 16M SOURIC@fTE R 1900%Y, 7UQG./411AL THESE ORAM4 SS 5 4ALL NOT BE IOW IN 1410.E OR N PART, FOR FABRICAWN CR CONyTNMriiM AT AW OTHER LOCATION NTHIOUT THE iRTTTBIE COer OF THE A9&4TEGTAD*N1LWR 33. THE CONTRACTOR SHALL ENSUMS THAT INS FRO"T AND ALL CO*WJGTM AGIMEM IMATM 1HlE3RET0 SWLL CONFORM MITE(! LOCAL. R6561ONAL, STATE AM FEVEtAL fWo& AT10N5 PEE3tTANSIS Tt O*RlRl96, VOIA1CAiCs ANDJIOR R9oWAL OF ASBESTOS OR A&9 5TOrCONrAN! W MATERI" NONE SPEC FKA MY THAT FOR PL60.GGT5 0110 66TON STATE THE GONTRAGTGIR SHALL CON RM "7HE OF THE PU6Er smv CLERK AIR Ab ovy GR 7HE APFIROPRIATE A6@ICiY iRE3&AiRDM worw om catnFLCATEON NO N07FXAVM KEY PLAN i NO SCALE WOMEN@ WOMEN! 101101101101 WOMEN MEEMENIN"* L 1 Rte N8•, W� 61' �a� � nor � � �� � � �� �� � rl■■�■ w� ■�� i �� T ExIENr OF WORK GENERAL NOTES (con't) 33. ALL EXPOSED 6YPSUM BOARD TO HAVE METAL EDGES AT ALL CORNERS AND WALL I TERSWTION5 34. ALL 6LA56 AND 6LAZIXs SHALL COMPLY WITH CHAPTER 24 OF THE 2003 IB.G. 35 FIRE EXTIN6l %ERE- VERIFY LAGATIOK TYPE. AND SIZE PER FIRE 1 fw R043M CONTRACTOR TO PROVIDE ALL TE3rPORARY AND PERMANEENr FIRE EXTi IStrat!R5 REC>lIARED UDDER NFPA 10 MOST REGENT EDITION AND APPROVED BY THE ME MARSHIAL. CONFIRM ACCEPTABILITY OF LOCATION WITH ON ERS REF SMATIVE PRIOR TO INSTALLATION. PROVIDE FIB CABMM TO MATCH MLM* STANDARD FOR EXTIMSHEBRS AT ALL EXPO.W LAGAras 36. ALL DRAPES, HANSNCf�. ClJRrAM. DROPS, AND ALL OnM DECORATIVE MATERIAL,. NAWM CHRE57MA5 TREES 'THAT MOULD MV TO IIGREASE TEL: FIRE AND PAM HAZARD SHALL BE MADE FROM MATERIAL, OR SHALL BE 7REAT® AND MAWMW IN A FIRE RETARDANT CONDITION BY HEMS OF A FLANS RETARDANT SOLUTION OR PROCOS APPROVED BY THE CITY OF 7Ufa'NLA FIRE MAR%IAL. PROVIDE A C RnFIGAiiON TO THIS E lWoff A EXIT DOORS, DOT L16NT5, AND FIRE L7RINXP"M LOCATIONS SHALL. NOT 13E CONGEALED OR OB6TTRIJCTE V BY ANY DECORATIVE 14ATE RIAL 0. MENM*4 FLAKE SPREAD CLASSIFICATION OF KIERiOR RN5HE5 SHALL BE PER. CHAPTER 6 OF THE 2003 IBC. ALL FOAM PLASTICS SHALL COMPLY WITH TEE RBaMRBq M SCIFIM IN CHA FM 26 OF 7HE 2003 IW. 37. ALL LAY-IN ACA( TKAL C51.1% 6RiPS AID L PWM SHALL BE INSTALLED AND SECIRED PER THE PROVISIONS OF ASTM C bas AND ASTM G 636. 30. UPION! C 0MPLE TM OF CONLSIMTEONI. GLEAN ALL SiRFACES W JJDM NTERIOR SIDE OF ALL EKTEREOR PE9REMEiEt 6LAZR*. 99. E LEyCTRWAL ROU611-!EI AND PLIMM ROW" ARE FOR 7HE 6EIEiRAL. efM%T10N OF THE CONTRACTOR EXACT IAGATIO1Fi S HOU.IO LBE VEREFED 40. ALL CABLRI6 AND YOM* NOT N COMIXIT5 OR EWEL 5UZR01MD CABLE WAY'S SHALL HAVE A RAKE 5PREW RA INS OF NOT LE'% THAV 25 AND A 940M DI= VEL,OPNM RATING OF NOT L E% THAN 50. 41. WXAP14CA , PLIkl M. ELECTRICAL, AND FIRE SUPPRESSION SV51E I (IF ), SHALL LBE OMM DESIGN/ 9" iM CONTRACTOR SHALL BE 14MF ON ME FOR OBTARMW THE PE IWTS FOR MW, THE PROFVSFD 5*704 VE5*N S MHOrP CIF OPERATION FOR ALL ROOM 5HfALL BE REVENED AND APPROVED BY IM OMIElt PRIOR TO THE STARr OF AKY 1 R.E %"SIQNS - CA dmil be `Dade t* t- 0* VICINITY MAP t 1 t�1i �! T IIIe gp1ollNii I& mom ob mm ad ate` APP" cO do0lilloft dm Illy aMmft d OW uo*W a * or aIE &%L A1IONr�t d ;q� CA" � 'u ! DAW city of Tdoft ' •, 1 1 1 PROJECT DATA OCCUPANCY CONSTRUCTION TYPE VALUATION Dg5TM& BULDIN6 AFW Ac USE: PROTECT ARGaTEGT 16501 SOUfHGENTE . PKWAY. IU<NL o% WA 4 18186 2003 NBC W/ WA SIINSTON STATE Alw EWS AS ADOPTED BY THE CITY OF IL401.AA, WA A2 V-B (E)05TING CONSTRUCTION) PROIEGT H AINAGER WWONALDS C4RPORA71ON- NORTHWEST REGION 10220 NE POKI''5 DRIVF, SUITE 300 KIRK ANQ. MA 48093 PHONE: (425) 6214700 CONTACT DAYiD LEE3W DRAWING INDEX P , .1_� - 7 - - . 41®R . e 11Et7ETWNti CITY OF TIOryYEA OCT ; 9 2001 CENTER c cr� - wT101s MR-, ScP&RATE FE. ; :r REQUIRED FOR: a-zd eactrka . JW M to E�:-] Qf : BURDIF6 DrASION TENANT IMPROVEMENT FOR MCDONALD'S RESTAURANT REMODEL 6501 SOUTHCEN PARKWAY TUKWILA, WA STORE # 04250 RMaNs 8Ftaos PMMwrtRrw. ni Wgs owrER Mqsaxs REMTMTM t , _ 7 L E FREIHEIT & HO' ARCHITECTS, INC., P.S. IN Ml -a= mm"Lla=w rawwwa ORAM81I DATE Pi +Ci N6.: F MCATE 0PATA W lily cjHl MAN AO- orlim m ilamion WEET cv CopgrW 2006 FmhM a Mo ArOdo ts, lnt. P.S. REVIEW ®FOR $50100 CODE COMPLIANCE 4,qM 5F. o00Df1imn FAST FOOD RESTALR Wi' (EMTTNM) FEB - 3 2006 FRE I EIT4 HO ARC41TW75, W. P5. di/L., tOU0 HE 33W PLACE, Mme 202 Ct fTubdia DELIZ1AlE, WA 46004 , v' �� D4l E.H B `I1 nW nn moN PHONE: (425) &27 -2&27-2W CONTACT: CHWS HOPE SHDRW 6R1Rms PROIEGT H AINAGER WWONALDS C4RPORA71ON- NORTHWEST REGION 10220 NE POKI''5 DRIVF, SUITE 300 KIRK ANQ. MA 48093 PHONE: (425) 6214700 CONTACT DAYiD LEE3W DRAWING INDEX P , .1_� - 7 - - . 41®R . e 11Et7ETWNti CITY OF TIOryYEA OCT ; 9 2001 CENTER c cr� - wT101s MR-, ScP&RATE FE. ; :r REQUIRED FOR: a-zd eactrka . JW M to E�:-] Qf : BURDIF6 DrASION TENANT IMPROVEMENT FOR MCDONALD'S RESTAURANT REMODEL 6501 SOUTHCEN PARKWAY TUKWILA, WA STORE # 04250 RMaNs 8Ftaos PMMwrtRrw. ni Wgs owrER Mqsaxs REMTMTM t , _ 7 L E FREIHEIT & HO' ARCHITECTS, INC., P.S. IN Ml -a= mm"Lla=w rawwwa ORAM81I DATE Pi +Ci N6.: F MCATE 0PATA W lily cjHl MAN AO- orlim m ilamion WEET cv CopgrW 2006 FmhM a Mo ArOdo ts, lnt. P.S. r • GENERAL NOTES I. ALL CONSTItir, N SHALL COMPLY HTH THE 2003 INTERIRATiONAL MUM CODE N WASINNGTON STATE AMPTEIDMENTS AS ADOPTED BY THE CITY OF T1I*%& 'RE M -ERiWS WITH DI5ABILITES ACT. WASHINGTON STATE ENERGY CODES, AND ALL APPLICABLE LOCAL GORES 4 STANDARDS. 2. CONTRACTOR 15 TO VERIFY ALL EXISTING CONDITION,, DIMENSIONS, DETAILS, ETC., AND AS SOON AS DISCOVERED SEAL NOTIFY THE ARCHITECT OF ANY AND ALL 17156RWANGIES PRIOR TO PROCEEDIN6 MOTH THE WORK. S. ALL ITEMS MARKED 11.1L.' ARE NOT PART OF THIS CONTRACT. 4. LATHING. PLASTER. AND GYP" WALL BOARD SYSTEMS SHALL COWORM TO GIMM 25 OF THE 2003 I.B.C. 5. DO NOT SCALE DRAHMS; DID 6OVERN. THE CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY ANA ALL 015 1WANC.IES. 6. ALL DIMENSIONS ARE FROM FINISH FACE OF WALL TO CENTERLINE OF EXISTING C40UH S OR FINISH FACE OF EXISTING WALL UNLESS OTIEIMSE NOTED. T. WFEI E CONSTRUCTION DETAILS ARE NOT 5F10iM1 OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE THE SANE AS FOR OTHER SIMILAR WORK. 6. THERE DEVICES OR ITEMS OR PARTS THEREOF ARE REED TO IN SCR IT IS INTENDED THAT SUCH SHALL APPLY TO AS MANY SUCH DEVK.E'S.11DO OR PARTS AS ARE REWREP TO PROPERLY COMPLETE THE WORK '4. CONTRACTOR SHALL VERIFY ALL 'IgUILDING STANDARDS' WITH MUM* LANDLORD PRIORI TO BEGIN INS ANY WORK UNLESS OTHEIwim NOTED. HiOr*EVER THINE SHALL BE NO DEVIATIONS WHATSOEVER. FROM TIE CONTRAC 00CM -04TS HTHOUT THE ARCHITECT'S PI BITTEN APPROVAL T 250F. THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY. AND HOLD THE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING AS A iRESUL.T OF UNAPPROVED CHANGES. 1D. IT SHALL BE THE RESPON50LITY OF THE CONTRACTOR TO LOGATE ALL EXISTING UTILITiE'S HITHER. SHOyW LEON OR NOT AND TO PROTFLT THEM FROM DAMA6E. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF FWAiR OR OF UTIUTIE* OR OTHER PROPERTY DAMMED BY OPERATIONS iN CON.UNG" NTH THE EXWWTION OF HIS, WORK II. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL M UIREIMFNITS OF ALL UTILITY WWANIES UNLESS OTHEIMSE NOTE) IN THE PLANS AND SPECIFICATIONS 12. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A CLEAN MROONI) CM1:1011 AT ALL TIMES 13. THE CONTRACTOR SHALL TAKE ALL N6GE56A1RY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. 14. APPROVED PLANS SHALL BE KEPT M A PLAN BOX AND SHALL NOT BE U5ND BY ANY WORKMEN ALL CON IMT10N SETS SHALL REFLECT THE SAME MFORMATION AS rELL AS ALL REVISIONS, ADDETDA, AND CHANGE ORDERS. THE CONTRACTOR SHALL ALSO MAINTAIN N 6001D COWTIOR ONE COMPLETE SET OF PLANS NTH ALL REVISIONS. ADDIS DA, AND CHANGE ORDERS, ON THE FREI AT ALL TIMES WFNGH ARE TO SE UNDER THE CARE OF THE JOB S PERINI 5 VENT. 15. THE CONTRACTOR SHALL BE RESPONL��IBLE FOR THE COMPLETE SECURITY OF THE BUILDING AND SITE WALE JOB 15 IN PR06RE56 AND iR M THE JOB IS COMPLETED. 16. ALL WORK SHALL BE 6UARANTEW FOR A PERIOD OF ONE (U YEAR AFTER C 4PLETION{, UNLESS OTHEIWII5E SPEGIFIED, AND SHALL BE SO STATED IN COHTRAGTOR'S WRITTEN PROPOSAL AND A6 T. ALL REPAIRS, GORRGGTIONS. DISCNWANUES, ERG, MUST 13E MADE NIHOUT ANY ADDITIONAL COST TO THE OMM AND POflO11 FIVE (5) DAYS AFTER NOTICE 15 6IV6NL IR. ALL OPERATRM CONDUCTED ON THE PREMISES SHALL NOT BE O&WTi Wag BEYOND THE PROPMIY BOUNDARY LiNES BY REASON OF NOISE, SW-*t ODOR ICES, EASE'S, SMOKE, )RBRATION, HAZARD OR OTHER GAU9 5. IN ADVITION, THE CONTRACTOR SHALL MIIOM M DISRUPTIONS OF AIDJAGEW TENANTS DUE TO NO15C ODORI, CORRIDOR. FIDE'S. OR VIBRATION. ALL COMMON LOBBY AND CORRIDOR SPACE SHALL BE KEPT CLEAR OF DUST, DEBRIS, AND CON 5TW1GT10N MATERIALS AT ALL TIM'S. COORDINATE CONSIMTM SCHEDULE NTH BUILDING MWNA68 -cla OFFICE- 0 FLAMMABLE LIGOADS SHALL. NOT 8E PLAGm. STORED, OR DISPf3EEV IN TIAS OCGUPANGY mm AA p S �,yy P R , V V P N W.P k STANDARD 30 AND THE GU�NT UNIFORM FIRE CODE PE RMlIT MAY BE W. fVJ ED. Iq. UPON COMPLETION OF CONi5TMXTWK GLEAN ALL SUIWACE5. 20. HAMTAiN ALL EXIT PATHWAY'S DURING C0115TMTIM 21. PRIOR TO THE START OF CONSTRUGTI K IT SHALL BE THE RESPONSIBILITY OF THE 6ENI RAL CONTR►VCTOI. TO OBTAIN DEMOLITION PERMIT FOR ANY REMM 004OUTION WORK FROM THE LOCAL .URiSDroTWN AND TO COMPLY NTH THE FEDERAL MIU11REMENT OF ASBESTOS ASA71214M. AS E5TOS SURVEY 15 RI5GUIRED BEFOW RENOVATION OR DEMOLITION. 22. PATCH AND REPAIR ALL EXISTING SURFACES AS R UIFW BY VEM10LiTION AND NEW CONSTRUCTION TO RECEIVE NW SCHEDULED FA+OSHEy ALL SURFACES ARE: TO HAVE 'LACE -NETT APPEARAWGE. 23 CONTRACTOR SHALL VERIFY ALL ROU6H-1N ATV OTHER 011 FOR EOU1PM W HART N D BY MM5ELF OR BY OTHERS. 24. REPETITIVE FEATURES ARE DRAW ONLY GAGE AND SHALL BE WIMPIZIMY PROVID® AS IF DRAM iN FULL 25. IF HAZARDOUS MATERIALS ARE FOU+V TO EXIT ON THUS PROJECT, THE CONTRACTOR SHALL CEASE ALL WORK R3A7ED TO TrE HAZARIMI i MATERIALS 4 R44E3)IATELY NOTIFY THE OrH R IN WRITING OF THE CIRC*6TANIGE5� 26. ALL WORK SHALL BE COMPLETED M ACCORDANCE WITH THE HAMFAGTIMENtS LATEST Rt WHMIDOATIONS OR WRITTEN DIREGTION5. IF C,ONFLiGT5 EXIST, CONTAGT THE CON51TR ZT10N MANASER. FOR C4AARIFiGATTON5. 27. IF MOWED, A COSST RIZVON BIARRK44X SHALL BE INSTALLED BY THE COMRACTOR, PAINTM. DETAILED AND LLUMNATED AS REGLAREP. NO OTHER THAN THOSE OSE AUTHORIZED BY THE GON 5 RWTiON MAINIM i VOLL BY PERMITTED ON THIS SARRICAIDE. 20 THE CONTRACTOR SKI I BE RE"CMLF FOR ANY AND ALL SHORING, BRAGINS, OR OTHER T84WARY STWJGTURAL SUPPORTS AS MAY SE FWUIRD AND SHALL BEAR THE COSTS OF ANY ENGOEERIN6 THFT MAY BY RBQMRED 24. THE 6ENERAL CONTRACTOR ANlD HIS SLGONTRACTOR5 SHALL PERFORM WORK THAT VOES NOT IN EN ERIE WITH NORMAL OP6.ATM BIFiINESS MOM OF THE STORE MW THAT N L FEWIPM INTERRUPM S OF OPERATIONS SHALL BE PERFORMED DURING NON- ElUSM6 HOUIlItS a ALL AWYCIPATED OVERTIME REGUM SHALL BE DY,I VW N THE BASE 180. 30. SaW A GGNFLICT OF WJR KkTION EXIST IN THE COAST. V0014 iT5, ne CONTRACTOR q ' L STOP It M. N THE AF FECT EI D AREA AND CONTACT THE ARCHITECT "WHAT ELY_ 31. .108 SITE SAFETY: THE AQGi4iT5CTofS mm HAAS NOT BEEN RTA98D OR COwBBAT® !O PRWIDE Dff" AWVR C06TRUC71014 REVISIT SEIRVICE5 RMAEP TO THE C 0RACTMIS SAFETY PRECAIi1nON5 OR TO MEANS, :METHODS. 760HNalS, 5150AWA S OR PRGC XURE'S FOR TrE COWRAGTOR TO FEWOW HIS FOK THE IAMBI TAIMI& OF PE RI OZ SITE IWAW5 BY THE PPZKTWT/ 1502CM SP!ALL NOT' BE C01+67MM AS SUPW&ON OF ACTUAL C067- I NOR MAKE HIM ALE FOR PROVDING A SAFE PLACE FOR THE PN3tFOw-WE OF mow. BY TIE CONTRACTOR SUBCONTRACTORS, SUPPLIERS OR THEIR EIMIJ OYES, OR FOR ACC06. V : 5. USE; rMs TRAVEL OR OC.CIPAVGY BY Mr PE SM 32. CO VtriON a OF;W- TI115E P RA M 66 HAVE SEEN PR RAFM SOLELY FOR v5E N TrE R�.a. OF THE- EXISTW& STTbAGTURE LOCATED AT Wa 9IMA1Y, lUIQWLA Ak TT£SE M9015S SHAL5- NOT BE WW IN THOLE OR N PART, FOR FABRICATION 0'Z Ci0%. mfWrt01 AT A►W' OTHER LOCATION NTHOUT THE rRITTLH CONWTT OF THE AHACIN WTAE3&.�t 33 . THE ComwTOR SHAH Bean THAT TM5 PRaA,6GT my ALL CON mr.TIOR AGF11 es RHATED THERETO SHALL COW-OW ?M 1.00m, REE61ONAt, STATE AMP FEDERAL RE6U,ATM PERTAIOM TC 01511,11M 6, OEPLACE46 ANDIOR F11 OF ALTOS OR A !ST05 COWAf4M MATERIAL & NOTE SPECF 00tLY THAT FOR PRO"IS N r4WR WIN STATE THE CONTRACTOR SEAL. C 1#0.W NITH THi: FOOLOVENTS OF THE PU6ET SOW CUM AIR A6040Y OR THE APPROPRIATE ASE CY IW*ARD M6 REPECTIM CERTFICATAN AND 11ormATTOFI KEY PLAN �s �� �� �■■i■ �� ■w� � �■■�� ��� � ■r� r ■mss �� �■ �� I 4� I W 'I l N GENERAL NOTES (con't) 93. ALL EWO"ci GYPS H BOARD TO HAVE METAL. EDGES AT ALL CORNERS AND WALL INTERSECTIONS 34. ALL 6LAS6 AND 6LAZW6 SHALL GONftY WITH CHAPTER 24 OF THE 2003 IBL. 35 FIRE EXTN6USHERS: VERIFY LOCATION, TYPE, AND SIZE PER FIRE MARSHA_ RMREMENTS CONTRACTOR TO PROVIDE ALL TEMPORARY AND PERMANENT FIRE EXTRWASHE S REWFM UNDER. NFPA 10 MOST PSCENT EDITION AND APPROVED BY THE FIRE MARSHAL- CONFIRM ACCEPTABILITY OF LOCATION MTN OMMS REI' 501TATNE PRIOR TO MTALLATIOK PROVIDE FINISHED C40M 5 TO MATCH BUILDING STANDARD FOR EXTINGUISHERS AT ALL EXPOSED LOOGATIOW% 36. ALL DRAPES, I1ANGIN50. CURTAINS, DR4P5, AND ALL OTHER DECORATIVE MATERIA,, WAIVING CHRI5T14A5 TREES THAT WOULD TEN? TO WGRFASE THE FIRE AND P'mw HAZARD SHALL BE MADE FROM MATERIAL., OR SHAW. BE TREAT® AND MAINTAINED N A FIRE R'tETARD/WT CONDITION BY MEANS OF A FLAW RETARDANT SOLUTION OR PROCtW APPROVED BY THE GLTY OF 7UIQlLA FIRE MARSHAL PROVIDE A CERTIFICATION TO THIS EIFGT. A. FLAT DOORS, DOT 1.16Hiriy AND FIRE EXTIN61A5HER LOCATIONS SHALL NOT BE CONCEALM OR OBSTRUCTED BY ANY DECARATIVE MATERIAL B MINIMUNT FLAME SPREAD CLASSIFICATION OF INTERIM FINSFES SHALL 13E PER CHAPTER 8 OF THE 2003 IBL. ALL FOAM PLASTICS SHALL COMPLY NTH THE REOUIREMEdTS 5PEWIMP N CHAPTER 26 OF THE 200310.6. 37 ALL LAY-IN ACOUSTiCAL CELINS 6RIDS MV LIGHTING SHALL BE INSTALLED AND SEARED PER THE PROVISIONS OF ASTM G 635 AND A57H G 636. 38. UPON COMPLETION OF CON 7IWTkn GLEAN ALL SURPA MS WLUIDNG INfl WF- SIDE OF ALL EXTERIOR. FER94ETER 6LAZNG. 3q. EIZGTRZ.,AL SOW" 1111MINS RoU6H!`N ARE FOR THE 600M WORIM►TTON OF THE CONTRACTOR EXACT LOCATIONS SHOULD BE VERIFIED. 40. ALL CABLING AND N1106 NOT N COfVM OR FULL SUZMW GABLE TRAYS SHALL HAVE A FLAME SPREAD RAIN & OF NOT LESS THAN 25 AND A SMOKE DEVELOPMBJT RATING OF NOT LESS THAN 50. 41. MESCFAWAL, PL UMBN6. ELE36T CAL. AND FINE SUPPRESSION, Sl5TENR (iF ). SHALL BE BIDDER DESIGN/ O" THE CONTRAGTOR SHALL 19E RE 91"ISIB.E FOR OBTA INNS THE PENS FOR MW THE PROPOSED SYSTEM! DE'SM t METHOD OF OPERATION FOR ALL ROOMS SHALL I'JE AND APPROVED BY THE OME R PRIOR TO TiE START OF ANY rfORK. VICINITY MAP OFT. 1000FT. 2000FT. (N) OCCUPANCY CONSTMTION TYPE VALUATION EXISTING BUILDING AREA USE. PROtEGT ARGHRTBGT a N .o z 16501 SOUTH aTi3. PKWAY. TWILA, Kk Q8188 2003 IBC W/ WASMNGTON STATE A wi !NTS AS AIDOPTED BY THE CITY OF 7VOR Ati WA A2 V$ (WSTING CON STRUGTION() Rmwm $50000 comP 4,9M SF. it000MHo FAST FOOD RESTAURNNr (MSTANG) FEB - 3 2005 FREIMT4 140 ARCH ITWTS, NG. PS. iO440 NE 3M PLACE, SUITE 202 - City of TukWla Bet EVUE, 14A48004 nn1TgTnN NE PHONE: (425) 827 2100 BUTLl)mr, CONTACT: 0M HOPE SHEM 6ftem FP40JWT MANAGER MGDONALD5 CORPORATION- NORTH PEST FZSION 10220 NE FONTS DRIVE; SUM 300 K14QAD, WA 98033 PHONE: (425) 821 -4100 CONTACT: DAVID LEW DRAWING INDEX � NO SCALE RECEIVED CRYOFTUKWI A "tic l 7 2Q65 PERwCENTER SP-2 SiTE PLAN 501 SITE MATS 502 SITE DETAILS - - SITE DETAILS m%w Al DEMOLITION PLAIN A2 FLOOR.PLAN AS EXT13bOR ELEVA7101 a At 1124# 1 4 wf ftyw f - A4 DETAtS F U 49LW EL6GTRK� PEAK d`- �1MC i Le+.Sb�fG�c c alm�o :lkc+ }gtM oAam I A6 ROOF FUND :s w Y.at:�', b�,•�l jqt' tom_ J pos-: 05 t PROJECT DATA EXTarT OF woRc s • TENANT IMPROVEMENT FOR MCDONALD'S RESTAURANT REMODEL 6501 SOUTHCENTE PARKWAY TUKWILA, WA STORE # 04250 FtEVISIONS anaos mmRSUwRru E FREIHEIT & HO ARCHITECTS, INC., P.S. tOM!E 7ipsr T 109= M AX MUPDM 07= OWN w- DATE PRDJEC DATE T)RAUIm KmE cim 0VAM Affi-209 0746alb sm 14&2D$ CVAog gim cv cape wa 2AOs a tb AmbAmM kc.. p.& ET M r 20' 0 10 20 40 GREASE INTERCEPTOR AND WATER SERVICE MODIFICATION PLAN 3 � ;4 L7, .0 1 P./ SE 5/8' REBAR. FN D. V IRON ^.F E '.2' NO. x4.9'E. / S Tq TE R OUTE TE 5 ,f (P- H A = 03'39'17" R 6029.59' L - 384.61 Lo i • ,' i ,' / / � 6' 0 Y WA / i ,UNDEVELOPED AREA .. . F AREA == ; E SO. F � A4C. CURB CO 1z , / 1 4_1A S CONC ?Ui;. '' PAD AREA PAD ;= r CCPlC. WAL PLANTER - CB, TYPE 1=' I / NUM" v `= A oi ' - LANDSCAPED PcF E, , W/ PCB- TirtAP 1 1 . ,a , AD RIM =105.3 ? ! 1 - / i IE =102.8 I I �OIJNSTit' I • TS 's►C cot: -.. RFTtuEI =. ;etA ��. ti 1 i � ._ - - - -- • � � � � � K1L'i ~`` CCidi. :`•JR$` r- ie T ! r X , r�T v 2' 1ctL ii S MEN : - � 'Ic... r ?. :S �NG � s U��j0 C �' ca 31 f - iitDER A SHALT DRI%rEWA'! .1 2 9F sm Q tiN. { RESTORE ASPFIALT AND CONCRETE ASSN T r .off �1 ,� ? F c. E LCM F �, F 1 z TS 'L o LA1 DS "GAPED AREA o. TMG c TO EXIS CONDMONS AFTER ;, ; `�= U I _ L TS PA`ONG I I INSTALLATION OF 6' PVC PIPING. o -- -- -- - �• c - - - �T �- t z 59 LF 6' PVC I 00 1"r * tx +. _ 20 LF P VC: 3�r \ 4 , , l \ 4 > i f) s 1 RIM =104.$ 10 LF 6' PVC 1 z l t ` `iS `111GLE PARK r�IG STALLS l < ! � ! --c- -_ 0_2.00X - - IE�89 E l \ 1 t \ > M. Cr}V�_ F'tAi.:F? - - - 4 cam' - - - s� i� , i , ` i t t ` \ t . t ` _ , i 00� z 1 - EX. CLAY SEWER PIPE Q INER MAIN SHALL CARRY in I 4 1 I RIM =102 9 CID 75 LF 6' PVC 0 0 O BLACK WATER ONLY. R ,' _ IE= 100.40 0 2.00X 7 IF 6' PVC -,_C PHIL. r P NANG A 2.00X z ; sY o' 00 00 RIM-103.1 RIM-104.7 IE -98.78 z �`.: . 3 ! l Lf6� PVC 0 2.00% 29 ANGLE PARKING , , 5 LF /6' PVC / ,/ f i / r i / .1 / i ! I , ci 20OX NMI. , G STALL.:; / T z I I l a` 1 ;' 2,5001 GREki INTI�� BY �If11Y ��": CURB/ V CO )IODEL 612 f APPRWED E T _ - - - _- - ONLY, EXCEPT DISHWASHERS. r, -^ - CO`s:.. WA LK L ' ; &AN- S *R. _ o ° STOP,LI MH u f - - 15' UTILITY EASE-;: +FLIT �ONC. n r _S , '� op01 . I k: -' I EX. SEWER MANHOLE AT ' i A'dCSCAPED AREA • TS RE C. NO. 635 55.:3 _ _ w '`_ rR __ '�° •! NG WERT ELEVATION. ©~ � S 00 E 380.00 �L 1 1 - - -- - - -- i 1 .: 258.79' - -- 2 A omv%ED PRESSUm come% LE AS5EV8lY1Pm r B ct n - c 0 ao 0 O � wo � � a x It CO g $ W co cc v m 4< N 3 r Z N N oo Z te) z 0 40 F aD Q o n z ' r � Z `Ul;PLANTER W n O Cl 0) oil z T f-Or C. APRON o. W N (L " 0 OD < z L 1 L> Q �� w O Cl Z x QC- Z�, a a z ` J Tv I 8 0 ir 0� V N O ��� TS �QOrll�jfS6} `t`Po !A$y�BB C14 Pv f : 7 ) ' rC 4 C. W&W 3 2006 #, N y ? :,/3° Q�qR• `�- - -- - EDTATELY DdIMNSTRE#>VI OF 7F E70S11NG 1.5' PERMMIEM - - -- - - - - -- - - - __ - - - - -- - - - - -- - -- - _ _ r - - - ' - - - - - + - �. _ J L FNID- 1' 1 ,N SP 'O Ar :)_ €RO•i PIPE METER. RPPA SHALL BE #WALLED IN A HOT BOX OR :•�• ,.0. x 0. n. I EQUAL ANCHORED TO A CONCRETE PAD. SEE DETAIL �! THIS SHED SOUTHCENTER PARKWAY N %• � L E - i - -- - - -- - -- *- - --_�__ - ti - 3 4'46" VJ (RECOMMENDED) ENCLOSURE 'HOT 80X' OR EQUAL -i (RECOMMENDED) 120V ELECTRICAL OUTLET FOR HEAT TAPE. INSTALL HEAT TAPE FOR FREE PROTECTION (SIDE VIEW) CENTER BACKFLOW PREVENTM IN PMOSURE 3- (57TH AVENUE SOUTH) OMW INGATION DEDUCE METER SHALL BE MODIFIED WITH THE ADDITION OF A NEW I SCR -WP TYPE REG1STM COMPATIBLE WITH NVENSYS AUTOMATIC REAt>9rG SYSTEM (NO RADIO REWIRED). 11HE DMNG DWA SHALL BE TESTED AND RESULTS SUBMITTED TO PUBLIC WORKS. GREASE TRAP SIZING CALCULATIONS: .:t, CONNECT TO WATER METER DIIIEDIATELY ADrACENT TO FLOW V. (UMMMENDM) 4' MOT CONCRETE PAD PER YA.YUFACTURE SLEEVE (TYP -) � r• li DIRECT BMAL OR i1 ROD CONOWT. PER ELECTRICAL PERMIT REQUIREMENTS EPMW) ---'V COPPED BRASS. OR APPROVED EQUAL fim. INSTALL FEDCO RPPA MEL 860 (1 1/2 OR APPROUM EQUAL N HOT 130K AS SFIWI. (EDUCED PRESSLh% 6ACKFLOW ASS .%OT o SC&E SPECIAL NOTES= I. SIR" PREPARED BY TIM H %INN AND ASSOCIATES,. W_ DATED JW 1952 AM HAS W1 BEEN VERIFIED BY RCL 2- DI U M ASSLOW 0.:t No. oilr1rukwila SAT! ow. L 'rL Wi CQ%4TR CTOR 9W L BE FULLY .RESPOMMLE FOR 013'AilaNG PD4WS FROM Tip ASPHALT ROADWAY WAS14hGTON STAT` DE_PARTMEYT OF kATURAL 9E50UMRCE FOR RE110V`NG ,+LLD FOUND COh'C. r CAa X - INgY. PUWZ"%`T TO VIX 332 -120. APPl. - r*6 V'.iST BE COIUKETED TTY A � > > � TUN 1 �� ��� V f CVIT R.ICT NOTe. WAY BE 03TAVD FRW TFIE WASIMTON STATE DEPARTMOT OF NA MM RESWRCM OR 8Y OMACTM T IMM OFfM EN zE'�EP NE, AT (2(16) W2-1's90. • a{ WASK.W.,TON STATE DEPARTUEKT OF NATLAAL R£SWRMS T:•E CONTRAC TOR SW- BE RESP.'S - BLE FOR V5t:ryP4 r L OCA r' ,at D VElrS0k AINZ DEPTH PIS -C LMD SURVEY OFF" 111 VAS -%TON STREET S.E. J z FyD. 1' IR04 PIPE / 0.1' NO. x 0.2' E. V - cr s 1Pepsrrrent for conformance :cite cltrrent : City standards. Acceptance is subject to errors and W - rn adopted standards or ordinanm. 'Ile responsibili . to c 0 ao 0 O � wo � � a x It CO g $ W co cc v m 4< N 3 r Z N N oo Z te) z 0 40 F aD Q o n z ' r � Z `Ul;PLANTER W n O Cl 0) oil z T f-Or C. APRON o. W N (L " 0 OD < z L 1 L> Q �� w O Cl Z x QC- Z�, a a z ` J Tv I 8 0 ir 0� V N O ��� TS �QOrll�jfS6} `t`Po !A$y�BB C14 Pv f : 7 ) ' rC 4 C. W&W 3 2006 #, N y ? :,/3° Q�qR• `�- - -- - EDTATELY DdIMNSTRE#>VI OF 7F E70S11NG 1.5' PERMMIEM - - -- - - - - -- - - - __ - - - - -- - - - - -- - -- - _ _ r - - - ' - - - - - + - �. _ J L FNID- 1' 1 ,N SP 'O Ar :)_ €RO•i PIPE METER. RPPA SHALL BE #WALLED IN A HOT BOX OR :•�• ,.0. x 0. n. I EQUAL ANCHORED TO A CONCRETE PAD. SEE DETAIL �! THIS SHED SOUTHCENTER PARKWAY N %• � L E - i - -- - - -- - -- *- - --_�__ - ti - 3 4'46" VJ (RECOMMENDED) ENCLOSURE 'HOT 80X' OR EQUAL -i (RECOMMENDED) 120V ELECTRICAL OUTLET FOR HEAT TAPE. INSTALL HEAT TAPE FOR FREE PROTECTION (SIDE VIEW) CENTER BACKFLOW PREVENTM IN PMOSURE 3- (57TH AVENUE SOUTH) OMW INGATION DEDUCE METER SHALL BE MODIFIED WITH THE ADDITION OF A NEW I SCR -WP TYPE REG1STM COMPATIBLE WITH NVENSYS AUTOMATIC REAt>9rG SYSTEM (NO RADIO REWIRED). 11HE DMNG DWA SHALL BE TESTED AND RESULTS SUBMITTED TO PUBLIC WORKS. GREASE TRAP SIZING CALCULATIONS: .:t, CONNECT TO WATER METER DIIIEDIATELY ADrACENT TO FLOW V. (UMMMENDM) 4' MOT CONCRETE PAD PER YA.YUFACTURE SLEEVE (TYP -) � r• li DIRECT BMAL OR i1 ROD CONOWT. PER ELECTRICAL PERMIT REQUIREMENTS EPMW) ---'V COPPED BRASS. OR APPROVED EQUAL fim. INSTALL FEDCO RPPA MEL 860 (1 1/2 OR APPROUM EQUAL N HOT 130K AS SFIWI. (EDUCED PRESSLh% 6ACKFLOW ASS .%OT o SC&E SPECIAL NOTES= I. SIR" PREPARED BY TIM H %INN AND ASSOCIATES,. W_ DATED JW 1952 AM HAS W1 BEEN VERIFIED BY RCL 2- DI U M ASSLOW 0.:t No. oilr1rukwila SAT! ow. L 'rL Wi CQ%4TR CTOR 9W L BE FULLY .RESPOMMLE FOR 013'AilaNG PD4WS FROM Tip ASPHALT ROADWAY WAS14hGTON STAT` DE_PARTMEYT OF kATURAL 9E50UMRCE FOR RE110V`NG ,+LLD FOUND COh'C. MM IN CAa X - INgY. PUWZ"%`T TO VIX 332 -120. APPl. - r*6 V'.iST BE COIUKETED TTY A � > > .. i 00 . � TUN 1 �� ��� V f CVIT R.ICT NOTe. WAY BE 03TAVD FRW TFIE WASIMTON STATE DEPARTMOT OF NA MM RESWRCM OR 8Y OMACTM T IMM OFfM EN zE'�EP NE, AT (2(16) W2-1's90. • a{ WASK.W.,TON STATE DEPARTUEKT OF NATLAAL R£SWRMS T:•E CONTRAC TOR SW- BE RESP.'S - BLE FOR V5t:ryP4 r L OCA r' ,at D VElrS0k AINZ DEPTH PIS -C LMD SURVEY OFF" 111 VAS -%TON STREET S.E. J TFcce plans have h:en reviewed hr the Public m V - cr s 1Pepsrrrent for conformance :cite cltrrent : City standards. Acceptance is subject to errors and ER T S E XS LOCATORS OF SA,0 U CALL YOU VER Y WHErh OR %OT CW LC _ T'ut FS AS S?I00d ON TWME onassions which do not authorize %io'rations of W adopted standards or ordinanm. 'Ile responsibili a yr the adequacy of the design rests totally with the Z acs' -ter. Addi! ^S, dr v io s or T. m -ens to th-_A Q d.- :wings aster this date wiH void this acceptance 2 0 and trill require a mubmitW of mised drawings o for subsequent sppmvaL 0 : ' oulc nA acmpu Fim.oe b act to field is su inspection by CRY f T ", A the Pubhe Qiroft u ibues iaspmm JAN 26 'n I3a: Rr - - 'L 2 Db PER1411T CfIVTEh L J it r !2fr P %12000s'•12TCI3e1dr'e fn 121,9- SW.dwg. P1 AN- 1242006 425 PM &ossad - - - % • IF ! • s � s r FYPI4FC R_1n_n7 CQ%4TR CTOR 9W L BE FULLY .RESPOMMLE FOR 013'AilaNG PD4WS FROM Tip 04 WAS14hGTON STAT` DE_PARTMEYT OF kATURAL 9E50UMRCE FOR RE110V`NG ,+LLD REPS -KA%G ALL SURYtY VOW- VEW..APON TIUA7 MAY BE A, E.''r.M B' COHSrrkX'.X,'% c X - INgY. PUWZ"%`T TO VIX 332 -120. APPl. - r*6 V'.iST BE COIUKETED TTY A � > > REG6 EO LA►`:7 S6"EYOR. 1PPL:CCO 0 6 FOR PEM TO ROM W..Ab*,VS TUN 1 �� ��� V f CVIT R.ICT NOTe. WAY BE 03TAVD FRW TFIE WASIMTON STATE DEPARTMOT OF NA MM RESWRCM OR 8Y OMACTM T IMM OFfM EN zE'�EP NE, AT (2(16) W2-1's90. CAMM WASK.W.,TON STATE DEPARTUEKT OF NATLAAL R£SWRMS T:•E CONTRAC TOR SW- BE RESP.'S - BLE FOR V5t:ryP4 r L OCA r' ,at D VElrS0k AINZ DEPTH PIS -C LMD SURVEY OFF" 111 VAS -%TON STREET S.E. OF Ati EX STatiG t, WI rER SL 4A% ON T# SE P+.mS C iti* ?T By POr p4 Ti-c UTrL7ES AND ". *SYAG z.E H WOk- A40 VD2+ IC& LOCA74M tPROR To CONST+2. 'aCTM P.O. BOX X7060 TKS SMZ L fI+.CLV-f CALLNG uI&M LCCATE 0 1 -8COD- 424 -5555 AND THEN POr:;O -AG OLY%d: K WAStIKTON 98504 - 7060 ALL OF THE EXlSTkG t1Ttl -fS AT lOi.VjiQN$ OF NEW ttis,^: GROSS.t6GS TO PKISCA ER T S E XS LOCATORS OF SA,0 U CALL YOU VER Y WHErh OR %OT CW LC _ T'ut FS AS S?I00d ON TWME Is'PON COV°'LE'i:ON OF COlV1STR[1CTlON. ALL �iLVENTS fl!5�_�;ED. RE110V1`D. CR PLA%Z ARE BASED U "NE U*V*rF:ED Pic W('RVA71" l;ND ARE SA.M TO Y. RAMON. DES TROYED SrW1 Es£ REPLAM BY A REGISTERED LAVO SLRVEYOR. AT THE- COST hNO F COWUCTS SI� OCG-R. 1HE CONT-WIC OR SPAL CO S-_LT BAR-SHAL1S -I 1-SW-4 CC*SUI.T iG V4&NEEE�S. eNC. TO RESL`LVE ALL PRC9LEMS PWOR - 10 PRC�E€ NG W'T!'. AT TK DREC - 1 1 0N O Tt'.E COWRJCTOR, PURSUAW TO 1HESE REGULAT;ONS. Tr W APPR P.?ATE FORYS FOR RE%kI zY GF SW %I E!%TA71 * i SHAC.L AU% BE THE OCl�Si2`uCEON. . 1REc..F0hS18L OF TF.E CONTRAC OR. P %12000s'•12TCI3e1dr'e fn 121,9- SW.dwg. P1 AN- 1242006 425 PM &ossad - - - % • IF ! • s � s r FYPI4FC R_1n_n7 T C7 z � z tal /A V >C IL W Z L<L z � z a C oC N �ln Ow z (D I I W M a 4n 1n z C4 C4 vz 'Co W N C.1 _ Ir- Y vv U N y b� S- a 04 r 0 V c o ! � > > \ z � r Cal oh o c ° Q A n 2 0 C CL o T C7 z � z tal /A V >C IL W Z L<L z � z a C oC N �ln Ow z (D I I W M a 4n 1n z C4 C4 vz 'Co W N C.1 _ Ir- Y vv U N y b� S- S 11 NUMBER OF VITALS WASTE FLOW RE OMM STORAGE LIQUID (PER HOUR ) X RATE X TIME X FACTOR = CAPACITY I I x 5 X 2.5 x 2 2,500 iPSE 2.55 COLON - NTERCEPTOR. tj*T!M VAULT COMPANY MODEL `UMBER 612 - GA 3 k.PPRcrfD _031_. t XS C;:F.7r_P-A irk -FCe?V P'L:l V& % 4G CODE APPEMENY H) 04 a � r � r S 11 NUMBER OF VITALS WASTE FLOW RE OMM STORAGE LIQUID (PER HOUR ) X RATE X TIME X FACTOR = CAPACITY I I x 5 X 2.5 x 2 2,500 iPSE 2.55 COLON - NTERCEPTOR. tj*T!M VAULT COMPANY MODEL `UMBER 612 - GA 3 k.PPRcrfD _031_. t XS C;:F.7r_P-A irk -FCe?V P'L:l V& % 4G CODE APPEMENY H) r • GREASE INTERCEPTOR AND WATER SERVICE MODIFICATION NOTES AND DETAILS 0" W CI EMACMW OPETOM OOKTR IE J ` t10?H SACS PLAN VIEW "o-t Ir INLET IE =98.66 OUTLET IE =98.66 NOTES: SECTION A A 1. REFER TO CHAPTERS OF THESE STANDARDS. 2. CONCRETE: 28 DAY COMPRESSIVE STRENGTH ft = 4900 PSI 3. REBAR: ASTM A-615 GRADE 60. 4. MESIt ASTM A 185 GRADE 65. 4. DESIGN: AC I318.83 8UIILDING CODE ASTM 0-857 *MINIMUM STRUCTURAL DESIGN LOADING FOR INIONOLIfTHIC OR SECTIONAL. PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES'. 5. LOADS: H -20 TRUCK WHEEL WITH 30% IMPACT PER AASHTO. 8. FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM. T. CONTRACTOR TO SUPPLY A INSTALL ALL PIPING & SAMPLING TEES. 8. ONLY GRAY WATER. EXCEPT DO WASHERS. BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. SIZ ING CHART DESIGN Number Of Meats X waste FkW X Relenbm X S1ora8e = CapapTr FORMULA: Per Peak Woum Rate Time ' Mom N 'Mom WrTOSCAM 1 GKEASE INTERCEPTOR City Of SINGLE VAULT WITH DO1LIBLE BAFFLE *= SS4 T u k wil a mrim IR Rif: 0&03 L Aw MIMIC OL" • s SAL: IL SHEr3LTON SANITARY SEWER GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE W ACCORDANCE WITH THE 'STANDARD SPECIFICATIONS FOR ROAD. BRIDGE, AND MUNICIPAL CONSTRUCTION.' WASHINGTON STATE DEPARF LENT OF TRANSPORTATION AND AMERK:AN PUBLIC WORKS ASSOCIATION. WASHINGTON STATE CHAPTER. 1994 EDITION. TOGETHER WITH THE LATEST EDITION OF THE CITY OF TUKWILA ENGINEERING STANDARDS. 2. AN APPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. IT SHALL BE THE SOLE R£PUMBILff OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN CITY RIGHT -OF -WAY. 4. PRIOR TO ANY CONSTRUCTION ACTMTY. THE CITY OF TUKWILA ENGINEERING DEPARTMENT (433 -1850) MUST BE CONTACTED FOR A PRECONSTRUCTION MEETING. 5. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. R IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE (1 -800- 422 -5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS KEPI SEN!TATM: SHALL BE IMMEDIATELY CONTACTED IF A UTILITY CONFLICT EXISTS. S. THE SANITARY SEWER SYSTEM SKULL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE CITY OF TUKWILA ENGINEERING DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY. 7. ALL NEW SANITARY SEWER LINES SWILL. BE SEALED OFF AT THE EXISTING TRUNK CONNECTION POM[r UNTIL ALL UPSTREAM CONSTRUCTION IS COMPLETED. CLEANED. TES TED. LAMPED, AND ACCEPTED BY THE CITY OF TUICWRA. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED FROM PIPE PRIOR TO OPENING SEAL 8. MANHOLES AND UDS: A ALL TYPE I - 48 -INCH MANHOLES SHALL BE CONSTRUCTED PER VFA= /APWA STANDARD DETAIL B -231, WITH ECCENTRIC CONES. B. ALL MANHOLES SHALL HAVE A MINIMUM DROP OF 0.10 FEET BETWEEN INVERTS. C. ALL MANHHOLES NOT IN PAVED AREAS SAW. HAVE LOCKING LIDS. D. R SHALL. BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADJUST ALL MANHOLE TOPS TO MATCH FINIAL ASPMT ELEVATIONS AND GROUND ELEVATIONS IN LANDSCAPED AREAS. 9. SEWER M BEDDM. AND TRENCH COMPACTION: A ALL SEWER PIPE SHALL BE ONE OF THE FOLLOWING AS DESIGNATED: I. P.V.C. CONFORMING TO A.S 7.M. S -3034. SDR 35. 2. DUCTILE IRON, CLASS 50. CONFOR LING TO A.W.W.A C151. 3. PPE MAY BE ANY OF THE ABOVE PROVIDED. A) PIPE JOINTS MUST BE OF THE SAME MAIERULS, AND B) INHERE A PIPE MATERIAL IS SPEGKFlCALLY SHOWN ON THE PAW. THAT MATERIAL MUST BE USED. 4. MI UM PPE COVER AT MANHOLES SHALL BE 8.0 FEET AND 5.0 FEET BETWEEN RUNS. B. PIPE BEDDING SWILL BE A.P.WA TYPE 'F' WITH MATERIAL CONFORMING TO SECTION 9- 30.7A(2). C. TRENCH BACKFILL SHALL BE COMPACTED TO NO WNM 92% DRY OP MN DENSITY PER AS.T.M 0- 1557 -70 (MODIFIED PROCTOR) PRIOR TO TESTING SEWER LINES FOR ACCEPTANCE. 10 SIDE SEWER LATERALS: A. SIDE SEWERS SHALL BE 6-INCH MIND" DIAMETER AT 2.O% MI NM SLOPE B. SIDE SEWERS SHAH. BE TESTED FOR LEAKAGE AT THE SANE TIME THE MAIN LINE SEWER IS TESTED. E NOT TESTED TOGETHER. PROVIDE TEST TEES AT SEWER WAN CONNECTIONS. C. BU LDONGS WITH GREATER TWIN 10 UNR SHALL BE SERVICED BY ONE OF THE FOLLONM METHODS: 1. DOUBLE 6 - INCH DUAAIifTER SERVICES CONNECTED TO TRUCK BY STANDARD TEES OR KID MANHOLE'S. 2. SINGLE 8- 1CKH OWIETER SERVICE WITH CLEMNOUr. CONNECTED TO TRUNK INTO MANHOLES ONLY. (ALTERNATE CONNECTION METHODS ARE DEPICTED ON PLANS.) 0. ALL LATERAL 70 SEWER MIMES SHALL BE MADE WITH A WYE OR SWEEPM TEE 11. CONSTRUCTION OF DEWATBU G (GROIANDMATER) SYSTEU SH ML BE IN ACCORDANCE WITH THE A.P.W/A STANDARD SPECIFI AVON SECTION 61 - 3A2. 1981 EDITION. 12. WHENEVER SEWERS MtW CROSS UNDER WATER MAIN THE SEWER SHALL BE LAID AT T" AN ELEVATION THAT THE TOP OF THE SEWER LIIwE S AS LEM 36 ROM BIRM THE BOTTOM ON THE WATER WAIN. 13. SUILIDOM S14ALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LAME OF ANY SWTAtY SEVER PPE 14. PRIOR TO OCCUPANCY. THE DEVELOPER swi. GRwr 10' WIDE SM/TARY SERER FASQEATS TO THE CITY OF 71LWWIL1A. 15. CLEMI0t11S SHALL BE PROVIDED AT THE ROIT- OF-WAY LINE FOR LATOO S ENTBWX THE PUBLIC Rl%ff- CF -TAY. P112000S %1210gWgir�rg121C9-SW.dog. NOTES. 122220054:12_40PIK &A*W Ir 4 s s CONSTRUCTION I. All work performed shall be per approved plans and specifications only. The Permittee Is required to maintain a set of approved plans, specifications, and associated permits on the job site. Work shall be performed in accordance with all federal, state, and local laws. Permittee shall apply for a Revision for any work not according to the approved plans. 2. Permittee/Contractor shall arrange a preconstructlon conference with the City's Inspector(s) prior to beginning any work. 3. Work in Roadways a. All work in roadways shall meet TMC I I and the following: b. Prior to any activity in City right -of -way, the Permittee shall provide the City a traffic control plan for review and approval. The traffic control plan shall include the location, address and description of traffic flow during the work and shall meet MUTCD requirements. c. All work requiring lane closures must be by permit only. From the third Thursday in November to the following January 2nd, the Director does not allow lane closures in the Tukwila Urban Center. d. Fire, pedestrian, and vehicular access to buildings shall be maintained at all times, except when Permittee has permission from the building owner and the Director to dose an access. e. All roadways shall be kept free of dirt and debris using street sweepers.. Use of water trucks for cleaning roadways requires preapproval from the Director. f. Install steel plates over any trench, at any time work is stopped and the trench is Lett open. UTILITY NOTES 1. AM trench excavation operations shall meet or exceed all applicable shoring laws for trenches over 4 -feet deep. All trench safety systems shall meet WISHA requirements. 2. Power, cable. fiber optics, and telephone lines shall be in a trench with a W minimum horizontal separation from other underground utilities. 3. Adjust all manholes, catch basins, and valves in public rights- of-way or easements after asphalt paving. W fOR � Q � n1tTt1 s FEB 3 Z vi pfTu1�N� 2/alO Lff LRY CONRJCT NOTE= � / TI C •f C - T SHAM $�C 1r�J ': Q MSE '- ..% "t L P D E A%3 00 1H O ALL Lehi .X UriLrIIES �.► T .7HMNA t O S Pt-4%S O + l E:f &K Lf TPIE UTLIT £S AND SI;RVEYf v4 THE lE t K'R►ZO.ti T AL AN3 %VTICN1 LACATiM P$MP €O Conai :hut; I !Obi. rt#S SFE,II.L MLUCE CA LM U 41Y LOCATE ♦ 1 -W0- 424 -S5%" 74N I''Jjr0,tiG ALL OF TW EXSTPVG UTI FES AT LOCA70 OF N£if U1T&r1Y CROSSAV;S TO QWSt'JALLY VV WY WIIETM OR NOT COWLCTS EXST. LOCArOG OF SW Lrt UTES AS S* ,ft ON Tt"r5E PLANS ARE BASED 'UPON W LMER1,FED P %BLIC :A FOlR%W- &W Me ME st:, ECT TO YAR:AFO. L IF 0OWLCTS 901 A J OCCDR, P-C CONTRAACTOR &44 CCA&X7 iHIAc?GF Ai-r -a CCA SllLip;liG DIGS. W TO RESOLtiE A4 P9C&- AfS POOR TO PROCEOLNG CObV ml ffc L RECEFVirU CITY ) (� OF TUK ALA 4 f ) i. PERMIT CErNTEn COlITWTOR SHALL BE FULLY RESPONSNeLE FOR CBTANW. PERW i S FROM THEE WA~SFK14TION STATE DEPARTME14 OF :NAR WOL RESOWI CES FOr2 REWWNG A.Q RfP'.AOW AU SURMLY MONUMMAT01 THAT WAY BE AFFECTED B'Y CONSTQUCT" ACD&VI- Y. P'U12St;A.VT TO JIAC 332-1-20. APPW ATOG MUST !K COMPLETED BY A °EGiS€ERFD LN0 SURVEYOR. APPLICATIONS FOR PERWITiS TO Q£MOUE VOWWE"i WAY BE 091Ai%M F.RW TK 1rA51.W-,TON STATE DEPARTMMT OF IWWR1L QESW;CES. OR BY CONIACTOIG THM WXE BY TRIP -40K AT (206) 902 -1190. *A SliiWTON STATE DEPARTIVEW OF NAi,ATLOOL RESOURCES PLA L'C LAND SJP.A,1:Y OFFICE 1111 WASHNGTON STREET S.E. P.O. 8Dx 47060 OLYWP',A. WASRNG € OK 98504-7060 LPCA4 C `UIt s.ETiON OF COt%STR'-JCT*k ALL 100t'LIIENTS RDSPLACED, El. OR DESTRt OYED SKM BE R91 ACED BY 1A REOSTERED LAND St RiPIN OR. AT THE COST ASO AT TINE DREC+O e.. CXATRACTOR, P' YT TO THESE IRE"ADiONS_ of 1PP.RW -A; E FOtdAfS FOR REPLACE OF SANG 1KXKiMW -ADON SHALL ALSO 8£ Tim RESPONSOUTY OF TI K CON i RXTOR. V • c 0 Qa 3 � N Z 0 < Z M IC Z 0028 co � 2 W W Cs) M LU 0 co 9 V- Z 0 Z 0 0 OD 0 co (L g D a� 0 m 3� �gz� Zz � ��NY Z fSTE ��. r L v o C ° u ai z >° z 1 C W Q t� � o � .W C7 V o z� 1 C W Q t� � o � r �- 0 = .W C7 V o z� W Q t� a z tj � r gZ �re)N� aONI OR 00 W ti MS Z O W Z CNI Q to N C4 z Z t� NWNN 12 v- X U Cn 2 _ � o i GO a N � r N lb I i 'MAO 2C OM LOMM MAIM A COVER 3 KCS (2 PLCS ON 57TH ADA SITE KEYNOTES (ZE DEMOLISH 7HE IMSTW6 ADA PARKIN& S7WPIN6, CM RAMP, AND PARKING 516NMV, AS SOW STRIPE NEW DA W" -FRIG PAMW STALLS, AS SH%ft DEAR PRIMW ACCES6IBLE BUILDING EMMM 0 7YPICAL) PAINT INTERNATIONAL SIGN OF AGaWWW AT EACH BVAMM -FREE PARKING STALL. SM DETAIL IOP". VERIFY MOM PAMN6 AREAS TO BE NOT Wf An R MAN 2% SLOPE IN ANY MWTM . ® STRIPE ACCM AISLES, AS St10WI. MN. 60' AISLE AOJACW TO EACH BARRw -mw STALL 4 ONE TO BE ft' WDE w FOR V1W wzt%1BI.E PARKINS. AISLE FROM PARKN6 6 TO BUL.DN6 TO !SE 44' MDE MINIMA ® PROVIDE AT LEAST ONE VM4- A0a4SfflLE' ACGE56 AISLE TO DE %§ WDE MN, AS WM ® REPAVE EMST1N& RAIM Bt -FIRM PARKIN& AREAS TO BE NOT ~7M THAN 23 SLOPE IN ANY DINEGTION. AVJ04W ACCESS AISLES SHALL 13: GO' VIM MIN. VERIFY EsTIN6 SLOPE IN RUN OIR6CT10N IS LE56 THAN is AND 71E CRm SLOPE I5 -a OR LE% ® PROVIDE AND "TA L Vatw AL STALL FOR EACH BARRIER -FIRM PARKING► SPACE. SEE DETAIL VW. ® PROVIDE AT LEAST ONE 'VAN- ACGE%0LE* VeN FOl2 VAN- ACGMIBLF BAMMIt -I'M PARRKING STALL AMACENT TO W ME MN. ACCE56 AISLE. SM DETAIL U5DI. Q STRIPE ACO S AISLE FPM DAM= -FREE PARKING TO M4 DINS, AS SHOW AISLE SWILL BE 44' ME MN. VB*Y EXISTING SLOPE IN RIM IMMOTiON IS LESS THAN 5% - AND 7HE MM SLOPE 15 2% OR LEM INSTALL DEMTABL:E KART INOS AT EXISTING CURB RAMP. AD-It INSTALL INTEMATIONAL SYMDOL OF ACCE9610LITY S16NME AT EACH A00ZS LE ENTRAHM: ADJACENT TO ACCESSIBLE PARKING. SEE DETAIL SIAS AD-12 INSTALL DIR6GTIONAL SIR AfsE AT ANY NOWACCESURE DOORS. SEE DETAIL. 4/A5. ADJMT . AP-I3 INSTALL 01EARIN6 WPAWEP -SIGAM : ON DR1VF-TNRU GAD. AND. EACH DRIVE-IM SSWICE M VOK SEE DETAILS 14/503 ANA a15D1. wain moo, a iPBOARD AND FEWA .S ARE TO DE PROVIDED AT EACH ERNE -TFMU YINDOK l ,` �i fl , N 1 '*_ w iA N e c0 SITE PLAN NOTES (CONT) ® HEAD LiW. SEE DETAIL 2/501. (MXt M PM OM W VER1fY N MODONAL05 PROJECT MNNA6M E SME3 ARE IMI SAINZ P REPL.ACWD, SEE DETAIN. 4/501. SP-O7 DEMOLISH OLD MIT POLE AND REPLACE WITH NEW POW MTH DUN. NEAR LIGHT, SEE DETAIL SM. I1X111RES PM OMLNEPj. VOW FV MMONALDS PR JWT MANA6M IF SAM ARE R815ABL.E. IP FBI AMP. SM DETAIL. 4M. SP INSTALL HEW POLE rM DUAL HEAD L16Hf, SEE DETAILS SM AND 4/501. lPIX1IM PER MEN. SOUTHCENTER PARKWAY `- Ph 'r ,gNcArr_.,D Donl"t- YAr sormpl 2 Fr or reAMp PEie A N 8 "13. W 384 1.- 384 C N SITE PLAN S mf-- I' = 27.Or • Ll VICINITY MAP NO sclou LEGEND NEW CONCRETE GI1R w 00STiNG GONSTMT101 TO BE D0401.161W ZONING - TUC ci mi.A,JTwANamv PROJECT DATA: LOT AFtEA: w 5Q FT. RESTNl1": 4,qM 5F. USE. FAST FOOD RE5TAURW OCCAPANGY: A-2 Tt1PE OF 00NSTRUGTIOIL V-B PARKING ImallIM 4 SPACE W 6000 UFA 14 STALLS &OR 3A% SF. USABLE FLOOR AREA? EXI57TH6 PAMMW. 53 STALLS AGGESME RI5a9WD: 3 STALLS QED ON 53 STALLS PROVIDED) ACCESM E PROVE 3 STALLS SIGN LEGEND: O- f r-43 MV BOARD A RELOCATED. I MV © - C.O.P. V MWCA= I leV GO - PRE-51ML 60ARD 0 RfL.ON AIM. I N" O - Y.ALl" HEWIN& 7RAFW 801.1LARD SIGN A NEMV - 18[0 V 6AMUY R MV O - - ANY UM NMW BoLIAW SWN Q I&V bO - - THAMG YOU' 80LLARD sm o my SITE PLAN NOTES 5P-0l WC4MT ALL 005M MPWLT "M WN MRiIH M LAYER WMW ALL 57Rp�r 1� SftE RJ111 PAiT05� BE�iWIfF1G YB.LOM OR TRA>kF1G trtll'E n COA7'5,i VOW EX VW W l Lc 701VL 'S P RO"T N 5P Mwww ALL E)GST316 De7Emm SI6 ow- vmr EXACT ExT w Mt1TN MGGAiAIDS ppozGT PRIOR TO C0W_V G7W TYPICAL 5P-GB IWAR SMIN& 7RAe5I! CORRAL VMP f OW f MCIE IT OF IMPMtS AID 11E5TORAMI w mAiALm F!"sGT wW116ER IMM To MOM FOR WAN GOIQRA L 6M. 511PA r, 5'M DETAINS 2aP. M MOM $ 2 A 09 M NEM 1 I&I CO MAL !ym COLORS TO 1fA<Ta! MUM** Flies* GENERAL NOTES c j w l e H H H 0 L CONDUIT AND WIRING FOR ALL NEW i RELOCATED SIGNAGE 0 r, ARE BY THE GENERAL CONTRACTOR. } _ _ _ 2 BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER L+- tL tL SIGNS ARE BY THE GENERAL CONTRACTOR. I PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE HOST ECONOMICAL INSTALLATIOL V1 4. THE CONTRACTOR SWILL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE COIBECTIOMH AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING 00 O DRAWINGS FOR UTILITY SERVICE ENTROM LOCATIONS, SIZES, AND " U CIRCUITING. CL 3 U S. FINISH WALK AND CURB ELEVATIONS SMALL BE 6' ABOVE FINNISH A H W ce PAVEMENT. p N H G ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6' BELOW W Oc 0 TOP W ALL VAUtS AND CURBS. FINISH GRADING, LANDSCAPING, O! AND SPROMMER SYSTEMS ARE BY THE OWHERMPERATOR oe U h W W J z 0 00 � 0. a o W h � n Q A n (U N N N r. r. W (u oc O I s FW0 ARCHITECT V Mf W =_H_ V. rr7EHNtNT I.LJ= p SMOF W�S WWON o PAVING SPECIFICATION O dND*M 3' TOTAL COMPACTED ASPHALT THICKNESS) !! o MM ikaG NALWS DiMNEER RESERVES THE SOW TO REQUEST' A COMPACTION = M TEST ANBJOt A CORE SAMPLL W TESTS PROVE CORRECT, PER ABOVE D M SPECIFICATIO TESTS VILL BE AT THE EXPENSE OF MCDONALD'S, OTHERWISE, GC: WR.L BE CHARGER. O Z a� ¢ LOT LIGHTING RECOMMENDATION O �°, y 3 C4 X ce J W z as ¢ 0 �W Of oC M Y L6 0 0 3 E3 �. t7 W oe _ IL ~ W A PARKING INFORMATION o 01--- e -1 a= i � H- 3 W " TOTAL 45 t-W X 20r-Or O W SPACES 8 T--Or' X 180E 9O' SPACES` ,.�� SPACES w 0 y a 53 w oGe w v uc 0 go z FEB -32 W h y z C N i i as rAH� nT1 R�"►11!i H rn UTILITY INFORMATION Q a W CIO SIZE TYPE LOCATION ~ • v t W q A SANITARY SEVER VATER O ¢ STORK SEVER W a H H H H H H ELECTRIC A GAS SURVEY INFORMATION a W Or 0 W h N 1 1 z z a tj w LEGEND z z LOT LIGHT 00 LPh3O RECEIVE-0 CITY OF TUKWILA a Z EXISTDiG ELEVATMN - -- - y L) PROPOSED ELEVATM N f CENTEn ` PLAN SCALES V = 20' a� r r STREET ADDRESS + .9 16501 SOUTHCENTER PKWY. o o a l" a u CITY STATE STATUS `'ATE BY TUKWILA W PREI_M1144 Y COUNTY PLAN CHECKED KING COUNTY AS - HILT REGIONAL DWG. NO CCRPORATE DVG. ANTI. 46 -069 04250 SP=2 0 f# 0 'Mmajo r TENANT MOVEMENT FOR ICDONALD'S ESTAURANT REMODEL , 01 SOUTHCENTER PARKWAY TUKWILA, WA STORE # 04250 ISKM 8R 105 PERMIT SUBMITTAL 07105 OWNER REVISIONS 07105 PUBLIC WORKS PLAN REVIEW COMMENTS fCeevggn v'fl 5ET f 7FK9 Swfsrn+ FREIHEIT & HO ARCHITECTS. INC., P.S. sor a m= s fogw r4mwjs F4vw� TIM 61f CJI ECT N0.: ADM TCATE 12QM -32*n W4NME Ammi mu" i SD1 I�i�t2006Fied�otSfiD�ntiedtr, Inc. P.S. r • e Ill • I P 6 i # -'aaj ■ ¢ - -- - _ _ -- — &ATE LEAF = 6' -2' (T OF 2) _ 2•_ VERIFY IN FIELD 2' — O" 1 12' OR 3/4" GOND:— _ / \ \ • E i' (4) 1 /2 "4 X 2' -O" —__ ANCHOR BOLTS \ \ 4) 1 " X 36" ANGf4OR BOLTS ( PARTIALLY N 2 1/2' — I \ I I GALVANIZED) (4) 1" GALVANIZED HVY. HEX TOP NUT, ANCf-IOR BOLTS I \ I I (4) 1" I D GALVAN I ZED LOCK WASHER, I t - 4 x 114 I I (8) 1" I D, 2" OD GALVAI ZED FLAT WASHER \ o 9 ME I I e ( 4) 1 " HVY FIEX LEVEL I NG NUT, OR ANCHOR BOLT 4 POUND . PLAN I - 71 M / X A I I (4) I "fi X 42" ANCHOR BOLTS WI TROUT BON I 1 1 PLATE (13Y iV1 HERS) _ I BOLT PROJECTION 4 2 . I / / c�I2ADE Jo \ .. .. 5' EA. WAY I // \ / �� - • = ' : I v 4 40 muk or P 1/2' CONDUIT 4 TERMINATE / / y T \ //� • (2)#12 HIRES. FURNISHED \ / _ BY E.G. 4 GONNECTED - - BY SIGN CONTRACTOR ! --------- - - - - -- - - - - - -- • .. cl 1� - J. 4 Z \� \` \ �. /,� /� 2a GATE LEAF DETA mQ 1 M 20 • • ol Lu ; u a (4) 1/2"4P X 24" STEEL FRAM . Q m ANCHOR BOLTS W/ HK P AINTED GALVANIZED FUW15HEP 4 INSTALLED SAL DECKNy 2@-Ow 3/4' CONDUIT a .. BOTT \FTC. w FROM 13U I LP I NG METAL COLLAR TO FIT VI A. FOR POWER uj < 3: ; •• ovm 6 POST 21-011 POURED CONCRETE 6.45E - ( AREA BETS*>tN _ Q 2--o- BY G.G. (24"X 1 O') ` MST d � ) 3 WELCOME POINT FOUNDA ION P 1�6.D TO FRAME 5D2 3/4 = 1 1 _ NOTE TO BE USED SE CTION WITH SITE S16NS FROM ❑ N OTES NOT U5ED EVERW I TE �� 2' X 3' , PRIM ANGLE 1 • 6. G . TO C.OGRD I NATE THE RESPON51 B I L I T I ES OF THE ELEGTR I GAL CONTRACTOR AND THE YESGO pl � S I C�1 SUPPLIER- L 1 SDZ TO TACK s T�YAN6l.E 3. # 12 6REEN 6ROUND I NG CONDUCTOR MUST 13E RUN 141 TH G I RCU I T CONDUGTORS FROM 6ROUND ` BUS 1N PANEL LP NC TO ALL MENU BOARDS AND REFEREE BOARDS. 2 DIRECTION 516N F16. DETAIL raw BOTTOM COLLAR DRILL AW TAP HOLE �� G011AR. � 11Y1)R/��..1G �� �� 4. ALL UNDERGROUND GONDU I T FOR AUDIO TO BE P. V. C. NO METAL ALLOWED. 5D2 3/4" = 1 ' - Q" TO POST (m'• a PLACES) 5 DIRECTIONAL 516N FOOTING DETAIL 2 /SD2 TO BE USED FOR ALL ENTER/EXIT/WELCOME BEVATM Rm SI .-NS AND DRIVE THRU DI RECTIONAL 516NA6E. COORDINATE WITH THE SITE PLANS AND 2b 6ATE H I ME DETAIL M&DONALD' S PROJECT MANAGER FOR THE EXACT LOCATION, ORIENTATION AND 14UM3ER o.= SIGNS TO BE INSTALLED AT THIS SITE. ALL WORK TO BE COORDINATED WITH THE 5D2 1 1 1 2" - ' _�" OTHER TRADES. 4 l (b. ALL GALVANIZED ANCHOR BOLTS TO 13E SUPPLIED BY THE CONTRACTOR. 3Q 0 0 112' STEM I 14IPPL.E rfLDW TO PLATE n o o COLLARS BOLTS TO FRAME / 3/4' CANE F — 3J4' GA's BOLT W/ 4' BOLT W IP $ NOT USED 0 0 } HOOK INC 2G CAN J DETA 5D2 1 112' =P -0:3 -0:3 L ftjEDFON AODp A F EB 3 2705 Of 13 ,. C fl P P c RECENED CITY OF TUM" - 2 6 L 5 NOT USED 6 NOT U5ED 1 iV0'T 11 PLigmT CENTEn 441 NOT USED ED q NOT US SD2 -- 5D2 -- c I s 0 • TENANT MPROVEMENT FOR MCDONALD'S RESTAURANT REMODEL >501 SOUTHCEN' PARKWAY TUKWILA, WA STORE # 04250 EVISIONS 8110105 PERMIT SUBMITTAL 11m 06QA 6 9WI05 OWNER REVISIONS 1?1271� PUBLIC WORKS PLAN REVIEW COMMENTS 1227105 BID SET 1111105 PUBLIC WORKS PLAN REVIEW COMMENTS EGISTRATION FREIHEIT & HO ARCHITECTS, INC., P.S. A" iota ■■mm"m rdow"m ""diw RAM BY: C!I 11m 06QA 6 RAJECT ND; M&204 MT DATE aim" PAW M6-2CAS02d.� SD2 cpPio 2006 Fr~ a Rio ho Ift- P-& 1 r wo ft 235` k�INr CUZAL/` lkl'r 13t%i KFK ROD 9' vc i =F x 4 W 1 N__ 1 . Al *' -UT CRACK FORMS riJR I N -� 4JJR I 1 GONT'R�►GT I ON JOINT 5 93 1 , _ 1 � -0 .. TOOLED JOINT METAL KEMAY GON5TRUCTION JOINT 503 3 .. - 1 _ ASPIIAI _ T PAVEMENT T(XX -EP JOINT— 0 ' SEE SITE PLAN 516N1.141 SIGN •3d3 SIGN •742 TERMINAL JOINT D 5 N!/ ASPHALT PAVEMENT 593 1 1 1 _011 5 3' m - _ 4 � to _ m 48� 8 PAINT SOLID �`•-�- �t YELLOW ( PINS 123) X/ T n - ONL Y NOTE : ARROW5 AND 14ORD5 CAN BE ARRANGED IN OTHER COMBI NATIONS THAN TH05E ILLUSTRATED HERE TO ACHIEVE DESIRED RESULT. TYP I GAL PAVEMENT D b MARK I N6 593 1 /4" - 1 ' -0" 6' -O' .s sm Fmm I RESERYED PARKING VAN too viournoN w� O t ot EI�VAITO�I SECTION 4.6.4 OF 714E ADAA6 STANDARDS RFQUM EACH AGGCSSIBLE PARKM SPACE TO EiE IDENTIFIED WITH VBZTICAL 516NA6e. 7HE 5" DE516NAT1N6 TIE PARKINS SPACE AS AGGESNOLE MUST 013'167 THE iNTEIMTIONN. SYMBOL OF ACCESSIBILITY 05A) 714E SIGN MIST ALSO USE TEXT TO IDENTIFY THE SPACE AS RESERVED. IT 15 RECOMM TWIT THE U5.OWARTHW OF TRANSPORTATION STANDARD R " S16N M MOUNITED IN FRONT OF AND CENTERED ON T1E PARKINS SPACE. STATE AND LOCAL GORES MAY HAVE VARYING REGUF04EM SOME STATE OR LOCAL CODES FZWRE AN ADDffMAI. S16N THAT INDICATES A FINE AMOUNT FOR PARKIN6 IN THE RESERVED SPACE WTHOUT PARKINS RE;615MATIDrI. FINE AMOUNT MAY VARY. EACH VAN ACGESSIElLE PARKINS AISLE 15 ALSO REDARED TO E!E IDOMED WITH A SIGN WITH 7HE TEXT,'VAN NCCESNEILE` MOUNTED BELOW 714E MA. IT 15 REal W THAT A S46H BE USED TO DESI6NATE EACH VAN ACCESSIEE.E PARKING SPADE. THE VBMAL 516NASE IS REGIMREV TO REMAIN VISMLE WTTH A VEIMCLE PARIGED IN THE SPACE IT 15 1W4t4IrE] DW THAT THE DMOM E06E OF THE LOWE5T ADAA6 REiGLI D Si6N BE MOUNTED AT W ABOVE FINISH 6RADE. 714E PARKM SIMME MAY ALSO 154E MOUNTED ON A WALL OR EIUILVW. IT 15 QED THAT WE HORIZONTAL DMISION FROM M S16N PI.ACETENT TO THE FRONT OF THE SPACE EE b0' OR LE'aEi IF THE Si6N 15 LOCATED VKRE IT COULD BE PAM BY VE W25. A BOLLARD OR OTHER PROTECTION 15 QED. "HANDICAPPED PARKING q ONLY" SIGN 503 NOT TO 56ALE n T " r V E Rs r✓N I. DETECTABLE WARNINGS T p A OF RAISED TRIMATED DONS TH A o r e 1 A- I I DI44ETER OF NONpNAL O.q WACS. A HZ:*W OF NOMNAL 02 INCI#ES, AND A CENTER- TO -GENMR 1 PAGING OF NOMINAL 2.55 iNCKS, AND SHALL CONTRAST W5 VISUALLY WITH AD.IOINIM SURFACES. 11 DETECTABLE HARNIN65 DETAIL 503 NOT TO 5GALE O i N 0 i n NOTE: ALL TEXT SHALL BE PAINTED YELLOW (PINS 123) 12 PAINTED 'THANK YOU' 503 1 /4" = 1 ' -O" : j:5 NOT USED 5D3 - 4' -O' TO 6' -0" R 1" be ADJUST TH 15 DIMENSION FOR 6` FINISH 6RADE EVEN TILE OR PAVER COURSE ROUGH 6RADE BY LANDSGAPER_1 BY 6. G. DIV * .00 0. 0 •o0 0• 0 b + �\ . .Oo. .0 0 . .00� 00 000 000 0 p °.o• D ° 000 • 0 00. 1 . 00 00° >O p 0 0 o c ° •� 4 . 4 COMPACTED GRAVEL l b TYP I GAL 4' -6 " 5 I DmAL.K SECT I ON w3 1 It ^ I 1-Olt t _ 5" EXP. JO1 PST W/ BACKER ROD VARIES 5' 15 LB. BOND BREAKER 6 " d SEALANT //-1'R CONCRETE REINFORCED - R 1' 2% SLOPE ' - 2 "R - = T. 0. FDN. c T -O. SLAB •� e e . R 2" Z ?' e - BUILDING 'd ' _ • o o _ �' . `0 t' Q i0 FOUNDATION . I 00 0 00 o O p • l�! a I vi - e e O 4' GOWA LAYER ORAPPR 4: - -� f 7lJ\7fCrWG I lJ - f_ I #4 BARS 0 45" O.G. INTERNATIONAL SYMBOL OF ACCESSIBILITY 6' - CONCRETE; REINF. e_ = PER 166 A111.1 REQUIREMENTS W/ FIBERMESH :I I _ PR; ;• v I DE CONTRA :T I JOINTS 0 15' CG d in � NOTE: THE MGDONALD r N S ARCH IS PAINTED NOTES: EXPA`�E5I JO! NTS @ - 75' .r,G ' ' NOTE: YELLOW ((PINS 1 23) 2 . REFER TO &RAVING PL AN FOR SP 1 LL GUTTEr� � � 1 . USE PAINT HH I C H CONTRASTS I �� I DE CONTRACTION -DI 1`175 ® 15* CG d EXPANS 1 ON JOIN TS � 75 ' ff.. WITH BACK6ROUND _ -- ED f:OR J 2. TH IS 516H TO 13E FURN 1 SID AND I NvSTAL LED BY 6.C,- �1y=iOl�t1�3 NOTE: AL TEXT AND ARROW SHALL 13E PAINTED FEB YELLOK (=.",S 123) PAINTED 'DRIVE THRU' PAINTED HANDICAPPED 3 CONCRETE CURS 4 GUTTER _ -� Pi I TH ARROYO! 10 PARK I N6 5YMBOL 13 PAINTED ARCH CONCRETE BU I LD I N6 HALK � Of Td 503 1 = 1 — v �. `-%� 1 /2' = I ' -O" SD3 NOT TO SALE 5Q3 1 12 = i - -O" 8 EXP_ JOINT t H/ BA4KER ROD - � cdsw +soP Ott[ L//T/ YE _� i f ; !' Af T d SEALANT VARIES - SEE SITE PLAN SIGN si'.8 29 SLOPE R 1 ' T.O_ FDN_ W AE Si6N S 19E MOE1� W T - O. SLAB o •p : • 0(o o Oil TIE GASH 1 N)aA WHERE • �j , , i;` �i ,, � s \ - ^ N h`: r �T TI+r Tr'8� iKLL A LSO BE PSG7uZE 8U 11_D�N6 —_� 1 Do 00 0 0 0 0 t Z * i� �i� / O� . 0R _'oNk_ 'SI'& Slea - P BE �f. �G _ _ �'J >` - - iJr i�1+�U A TiOTrPrL7 .t�?J(J� I CAN I ON G`�AQI��iC7 \\< O .. • 0 _1 �•�� �'R:.Ee 5jAT ;� !G °, ' JiCE r�;RECi t F �� �evc� roR �+f u.�Ta�e To �y�p p �. L �.. ! .. i u � aktlG.�_c �� T _• Tt N0I;i�T- USE T1IEE�iT M�iw' 4 CAC LATER `� /` ., h f, � LOCATION ADD ; sATti1�;6 J2 APPROVED . I � �� / /C� �� �_ A �C -Al" :Lid .^ T �'�` C NOT �.�EG.=FEP BY T,-_E fE T T�5 5i� +5 �iOT yJ`.3Fr2AI7E M!l i ` TER i AL , i RK)ER : T ION rI1�.�1 Sr'EG ED Ur TrE 11014 ENT `i'•� 6 ' i OT?n SHO" BE EASY VFM,E X- BA.% a 48' O.G. :� /� ---� OFTLRI iA `� v CQ.'dE- T1i1?i7 Y1tIta0V[ � L I - AN FP-9N! A Gj.R AT T :£ t f 2 e VA Y ) SFIBECHMEARIN& I MPA I TED W F I eM%C-SHI 1. PEPAWCENTEn 4 6 "x i8" CURS SECTION a 5PEECH /HEARIN6 IMPAIRED 5I6NA6E ® G.O.D. 14 IMPAIRED SIGN ® D.T. 18 SIDEWALK ® FRONT 4 SIDE OP BUILDIN6 5D3 1 = 1 -O 503 ��T P9 SCALE 503 NO rO 56ALE 50 1 1 1 -OR f 4 • l s 8 TENANT IMPROVEMENT FOR MCDONALD'S RESTAURANT REMODEL 6501 SOUTHCENTER PARKWAY TUKWILA, WA STORE # 04250 REVISIONS 8110105 PERMfTSUBMITTAL 9107105 OWNER REVISIONS n 9107105 PUBLIC WORKS PIM REVIEW COMMENTS DEC 2 7 YES Sit) SET 0L I 11m I pE(;rtiSfEti® i AR 11M SUf r OF V ORAWN BY: CJ1 DATE 06 ANS PFWJECf ND_ A06- M PFWFDITE 12IM-3219w ORAMING NlliliE AGS. M S034g �tttts SHEET SD3 CWFW UN A~ & ft Atweft Wm. P.S. r� 4' -O' r 1 I 1 L_ i 0 DEMOLITION NOTES 1. UE 60AR& C01tMCTM SHALL W IRErPOH602 FOR ALL 08 WOW FWAMW TO 044.13 "AM, AS WM 24 THE MW46S 2. PRIOR TO VD4OUMK 6c'TM& CONTRACTOR TO V&T TPE SITE ADD VE%FY E)Mir OF VO4OUnOk AGTTVITIES RFti RW FOR VW CONSTRXT10NL 3. FRD'i6GT my ne-s TO Rl -ww MAMT DAMAGE Mft' b 1719'WrM NO CO5MWnOK 4. ALL DAMAGED ROAR rU!5 %kU BE RIM_ACM 5 ALL DGSn* HO►..$ THRi ROOR FOR lg34OVED CG11t511MrO f TO SE PAMCHEO AND XX FLOOR 7Vf MTAU" TO MATCH MW 6. 6. AM m3POM% OR DAMMED AM I. FLOOR. AW CELT& F+850 M,A1EM& %UU BE MFMIW OR REPLACED TO MAX.0 E rv*. I. ALL ABAMONED FASM015s AND MWIM 5 VJ- BF R&1 "FROM ALL HALL SURFACES. q LEGEND E n% C,0lLraTR crom TO mg-mix - - -- - - - — - - EXSn% C. MPWrOIN TO 8E 0040U%W E7a5TiWfs Oveav" CONlSTRIt nm �ff__. ----- KITCHEN s • DINING 1 DEMOLITION PLAN CRY Of TUM 11 ITT r% R * "'" J SGAm- V4` = 1'-0' CITY OF 7UlC%BA DEMOLITION KEYNOTES AC a zea� ® R 4LWE EMTiN6 CONSTRUGTiOlf AS SHOM TWIGAL SEE THE FLOOR FLAK SIM A!� UM Q Rawer DOSTW6 nwaTUE AND PART1 m CON6TR11GTm vea EXACT omw OF mm IOWA.. SALVA6F, RBISE ANDIOR VISFOAL WM OI6Bt • Q MOST' 6 OFW 001 1" 477 DfSPBNSER ANV SODA DI5FBNSER TO FtELOCATE17 FER FLOOR FLAK SHIFT A2. ITZCNIFGT ALL V1Li11M VJF. Q VO4OUSH IMMO WZW MCAL CHASE_ EMS* OVERHEAD WILMES TO BE PnOCATED TO MI SELF SERVICE BEVERAGE S It SEE SHiXF A2- 05 REMOVE EMT** 1 LAVATORY FAUCET'S. SEE ROTOR FLATS %WT A2- Q E*57R16 MEW VALANCE TO RMAX Q DOSTIN FLASM LM4 M►TE ON 0001t5 TO BE ROWEL MEPAFE EGSTM VOOR R ANE5 FOR NEM PARR SEE FLOOR RAK SHEET AZ. ® REMOVE E0506 VW 6 POW APO HESW10014 TiLE FLOORM6 AS FWAMP FOR Ml CO15TR1GT1014 FER FLOOR RAK SHEET A2- RB40M RESTitOON MLL TILE FOR MN ACCENT Tiles SEE SHLLT A2- Oq RMWE ANA N!LOGATE DG6TI* 1011 CAM EOIMPMB4 FM OWNS ONWIM &VWY)_ ® R@40'& CO MR C 67M rsON A5 SHIOW SEE FLOOR RAN FOR ADDMOfAL FOIRItATIM ® ve4m w Ate mma Aw Of96Tf rmm A6 woutimp FOR mi COwmcr=0!1 ON %mT A2. ® DL?VM MTV* MM AS WAAMP FOR Mel C016MO&TM ON SfM A2. V0WY HW OMBt IF SALVA6EASLE ® MMMJ90 E MR* Ca=Ot* COMM DATER VISFUGM < SOPA DEFER AS WaMW FOR IM C 0N5lRLGTHON ON SH ET A2- VE RIFY IV Ot48t F SAL.VAGEAME ® D@9OLm5H EmTm i> m AORTIONL OF HALL AT mw moot A6 9401'Ii TO mmATTONI 42- AFB sm Q R@'10VE D05T1V6 2WAT FRYER AND RELOCATE LOTGI'Hi W== T op sp TENANT IMPROVEMENT FOR MCDONALD'S RESTAURANT REMODEL 6501 SOUTHCENTE PARKWAY TUKWILA, WA STORE # 04250 REVISIONS 0110105 PERMIT SUBMITTAL 4\ 97106 OWNER REVISIONS REGISTRATION ly i FREIHEIT & HO ARCHITECTS, INC., P.S. pO� It rs UMM ENSM10� Mlm2= f.4=83 � MNM BY CJH CATS sr�a6 PF40JECF N0: AO&I01 PRW DATE iv2m t w opimm rime mmo hes MEET Al *"r4" to Hbllr+dAsm W. Rs- Pi -.04AO { k 1 "y /- CUSTOMER SERVICE �1I PRESENTER I ADA DEMOLITION KEYNOTES f i s AD-22 DEMOLISH Emm* m@Ir t masts Fm'S7mof nsu C•0lsitzpm A5 si" m swu AL Comm Fm ma. my ItwxL Im 14E5MOM PNRTITIOIS I C4.EAR&WX5 MT MET ADA STMIRAIM IEHR TO ADA 4.0 KALL NO PARITIM M4345 TO HATCH INTO" DESIGN PACK.ML AD R AGE OR ADD RE5moom DOOR HIIR nmm ftgv E',alP19H PADQ TO Wu Ca mu ADM& STANDARDS. POOR MIST W OPERABLE HM A CLOSM Fen. REFER TO ADA SWTION 4J3A. AMMT DOOR CLOSERS SO TWIT THEY VO NOT EWAXD THE 5 L.BS MOW OFERATEi6 DOOR Fes. SHMP "RIM FOR 00085 S IAL L BE AD167M TO CL05E Ei NOR LESS TWMI 3 SEWWS FROM A - W OP91 TO A FOW 3' FRO14 THE DITCH! R TO ADA 4J3JO # 4J3JI. ® REMOVE AND RELJXAQE OOSTM U2#M A AS SHOM HMW NM A RM mmw OF rr TO w. TO MST ADM&. VEmY 3o 4w CLEARAW 5 ATM% tRA4L LOGATm& V3mY H'V omm iF ISLE F NOR. FUME MAmE TO BE AMB21GM STANDARD 106H M OK ISO'. TiODLL 6501,010 OR AFFPOVW EQM- SEE 9/A6 FOR MORE WO WATHOIL ® R@vVE DOST915 mm # If0mws TOOT STALL nALL.S, STALL DOOK AND PARnTim, A6 s mt PsTALL mi Tom STALL MALL TO MATCH EMSTM 6f ERIOR IM57ROOK MIS AND CONDr"M- ROTALL NN TOLET STALL PARTUM AND DOOR TO MATCH EXISTR16 CONDFTIONS. NM TOLET STALL OHMBI,fO S TO f£ A HlMMM 6W X 60r AND COE'LY MM IWANSL SEE Ftoolt FLAK DETNL x AD-26 Fa4OVE AND RaOCATE EMU* 1413M ANP >r10PEN A"R560LE MATER aA7%T Am A560Gimm nAmgm 50 THAT THE conanim OF THE MG. 15 V FWH THE AP44COU MLL SURFACE FLHJ5H COIGROLSTO HSE ON THE ME SmDE OF STALL VERY IV O Ot F IM ABLE F NOR, RXIIJRE MAN2: TO BE AMERICAN STAWARD FVIDERA ADA EL IV 2905J00 OR AFPIROVFD MAL SEE WA6 FOR MORE pf ORKATIM AUJJ5TJliE°LACE DO m* Ftms mAYER GLOSE'T To max AN AGCE56o.F wAT wAmT BEaimm [T a w AFF FER im MA. sm DETAIL MAIL AP-29 DEMOLISH ONE LAVATORY WM-%K X EACH FESTPOOK AS SHOW VERY IV OM ER F SALYMEAKE. PUAXATE M MMM LAVATORY %MDSdK AS 90ft LAVATORY COtRfT1N TO FROVDE ADEO IE HM SPACE TO MW ADA STANDARDS 101 EE SPACE AT LAVATORY TO OE A 104ML 4 OF W I W, Zr AFF_ AND V DEEP. LAVATORY CA#f W MH H861R NOf TO MAW 34' AFF. TO ADAA6 SECTION 4022 FRO945 FER INFER M DES16N ORAMPIS& ® HEFLACE BOTH HESTROOH LAVATORY WMD-c iK FAUGEM MM MIOrTMIG SENSOR OM PER MAY NOTE'S F MAIUAL FAUCETS APE U15®, TYPE TO 19E LEV9t OR FU9f 9ITTON AHD MIST NOT OGCE AN OFMATiNb FORM OF 5 LOS - O A S STA GONRiIMICE IiT11 JfE#fs1JV.L TtdOOlR LL N6GGE5f�RY FOR STJ�lJ.. DOORS t A�OSBi�a APE TO 19E AIIfO- GLOSmNb AID M MMT CLEARANCE I fM • DINING I � REVIEWED fO CE i CODE OWMPUA �aoan�� FEB — 3 ZOOS r ft I 9 tl BARRIER REMOVAL NOTES WW71 A3 Q INSTALL NEW TACTILE M SI& E ON ALL AGGLWBLE DOTS PER 2003 EC SEDTION 10113 4 1CD/ANS! 5661ION 70328 HOW ON1 KALL ADJACENT TO DOOR ON LATCH SIDE MAINTAIN AV I8• X I8' 6ROIAW CLEARA'sX BE30N S16K SM DETAIL. X/AI o LNSTALL NEW DREGTiONW. TACTILE E)0'T SIf,NA6E ON ALL . OaTS PLR 2005 ®G S6GTION 10113 4 IGGIANt5i 56GTION GENERAL NOTES WALL TYPE PARTITION LEGEND 56GTION 7032.8. VIM 04 MAUL AD44CM TO DOOR ON LATCH SIDE MAINTAIN AN IS' X i8 6 IND CLEARANCE BFLOM � DO NOT MUM nt INT>3RMLATIONAL Si6N OF A6Ce56WW SM DETAIL WA7. AP-17 REMOVE AND REPLACE FRONT SMV1GE COMM NESK COA TIM 106I?T TO BE 34' MAX. AM- TO MEET ADA 56GTION 55. L 6ERRAL CONTRACTOR SHALL C40RM47E PREFARATiON OF D05m AREAS FOR NEK TYPE DESGRPTION Q INSTALL BRAILLEJPIG*1lRE MEW S&"E AT FRONT C NTE? FOR EACH PD-S. STATION t"P1CAL OF 3). SM DETAIL -I/A7. 0ONSTRXT10NL 2 iT 5HALL BE THE RESPlONSIMLITY OF EACH RESFWTIVE CONTRACTOR TO COORDNATE FM THE I NEW DLT�tOR �- C'a'T'�D� ® VMFY ALL N3I FUTURE PER KM30M DE516N DRAWN65 PROVIDE MiMKI4 566 ADA ACCESM E SEATING ALONG TiM ACCE%02 OTHER TRADE5 FARRE TO 0050, MULL NOT CONSTITUTE GROUNDS FOR A 0111NSE ORDM PO4M TO MATCH AMPQ34 KITCHEN FM ROUTE TO MST ADAA6 ADA WAT0i6 TO BE DEr � UfTH WBRNATiOhAll_ SYMBOL, OF ACCE56�UTY AAV TO BE 3 ALL DQSTiN61^IALL.S TO P84 AK UNLESS OiHSVI5E NOTED A - �' 5J6' TYPE TYPE E 5C I�f RF5 6YP5ik(W of ma4 s 1DE 1b�BiATT- W�. ATiOl1 L"V Y VAPOR BJ�RR IER ON l�(ARM EVENL SPAT.® �f NINL6 D AREA M�ITH M KM 44' ACCE'S&SLE ROUTE CLEARANCE PER MMC AME VM 641S_ 4. CONTRACTOR SHALL NOTIFY ARCHITECT IMRMATTiY OF AW STRUCTURAL 1TT3+Ei TO 8E 2X6 MOD 5TW5 o Ib' OL. . ® Rf,SiTALL STAN ASSISTANCE 5006E AT SELF SERVICE AREAS «SEVER E AND CO MEW AREAS, TYPJ. SEE DETAIL 81A2 REMOVED. HALL. COLLARS, BEA145, ETC_ PRIOR TO REMOVAL IW SHEATHN6 PER STR 111RAL ORAMLTi &S FELT AD-2! REMOVE M. AW REPLACE E IST RESTROOM SW-06E WITH NEW SWIA6E. HOW ON MIALL APJAMIT TO DOOR ON LATCH 510E SEE DET 5 TIE 6L. SHALL BE REPODIME FOR FHOT06RAPHN6 THE CONDITION OF E451M FtM ES HOOD S O 4 TRIM TO M M ATCH APJAWIT EXTEFWR ALL TIE5E INCLUDE 107CIEN T� VINYL BS .A FLOOR TILES, AND CL3UNS 71M THROUGHOUT 10 1A6. CI L9 6 GRID M THE DOM AREA ANA KiTCHEK 2 Ilm Q�IiBi i PE8R t ITER C VES TION R R M t DRAKNC� AD-22 DD OLSH EXISTTNib ML N M M S t rMENS RESTROO ALL CONI�a ?t�J.WK A5 SF+OY+![ ON 5!$ ON T A!. CGWXT NBN INALL A?V ROTNt N EM 6. MAIM FM515TIVE TYPE X 6YFSM AAIL BOARD AT ALL YET AREAS TY PE 7C 6Y PLYA" f 5 TPJU MALL BOARD W ALL B 5/8 T RE'5TROOM PARTMONSa NMI rAJNN6 GL.EARANCES THAT MEET ADA STANDARDS. ! TO ADA 413. MALL AND PARTITION F TO 7 ALL NE9►L fl�00RAd5 SSHiAl.L BE F7RM� STABLE AND %P 1�515TANT_ . 2)(b YOM 5= 0 • Ib O�G_ MATCH WTEM R DES PA0KA6E 8. ALL i EK LON MALL PARTITiONIS DE5i6NAN W BY 11110WR PACKAGE ARE TO BE 2X4 YiOM 5i18• TYPE *C 6YPSAf MALL BOARD AD REPLACE OR ADD RE5TROOM DOOR WJWVVRL: OJANI I.E'SIRm PAoW TO MEET GIgT ADAA6 STmDARDra. DOOR msT BE OPERABLE STUD • 16' O.G. W VL 6AS C.ONLrTRUGTION IALIW OiHEIMSE NOTED !'TALL PLVSHE AND PER NTIMOR DE'"-ISH DRArGiSS ViTH A CLOSED FbT. R9FW TO ADA SECTION 4J3A APJZT 1 0OR CLOSERSa SO THAT TtlEY DO NOT D(CEW THE 5 LO& M&XKM HEV*TS ARE TO BE 5PE03 ED PER WTEIRIM DE51M PACKAGE. N tU DWR ML 02671 afGTWN OFMTN& DOOR PTRE56ERE. SFMX' PERXV FOR DOORS 5 0411£ APJS'r D TO CL05E 41 NOT LESS THAN 3 SEC0WS FRDM A 70' OPEN O TO A PONT 3' MW THE !LAIC!! RH�9t TO A*JA 4!3!0 t 4J31I. I BARRIER R E Itll OVAL NOTES (c0 t} �• Mm R�iS NE � 67P�1 HALL HALL BOARD 24 Rla"w App RELOCATE 0059 6 u IMS, AS SHOM MOIAITED M74 A RyM t�fT M W ADAA6. VEWY 3011X 4s• OF rr TO 14 TO n 2X4 MW STUDS 0 W OZ. CL ARAZES AT Mol URNAL LOCATIONS. VEIRFY W 016M F 92JSAME F NOT, P.XIURE MrkCE TO BE AMI ZCAN STANDARD -% 6YF%N M{11L.L BOARD `IASHEROOG 10. %IMEL 6" OI0 OR APPROVED Ef>TaIV_ 515E aJAb FOR MORE SFO%"T30K FINH FM I FEMOR OESM DRAMI56 J1t) -2�T 004OLiSH OW LAVATORY HAND +flK N EACH Ml ROOK AS S OWK VEMFY W O/M8t F O RI NTI3RlOR IMLL • RE'STIt00M FN6HE5 PM NT@RTOR DE516N DR 4906 AD-25 REMOVE E)C TW& ME.N`S t MiCFENS TOUT STALL MALLS. S:ALL DOOR; AND PARTireae, A6 5li0M�lL oGTALL NEVI TORET STALL 1 4.L TO SALVAGEABLE RELOCATE R134ALKN6 LAVATORY IVINDS.K AS LAVATORY COMM TO PR01/+DE JlDfiLLUATE ICNIg SPADE TO MEET ADA STANDARDS KNEE SPACE AT MATCH EXe5�iY6 iNTElRIOR 1RE51ROONf MIAL15 ANA GONDIYIO!+16. 46TALL let TOLD STALL PARTITION ANO DOOR: TO MJLTCN MTRi6 LAVAT TO BE A M YM! ' OF MlDE. 2'I' APB. 8' DEEP LAVATORY C Rini 5th' WATER RF5t%lVE TYPE X 6YPS" HALL BOARD X XTi AND COl DETAE X(A7 C ONIS_ l�Efl TOLLET STALL DMEAXIS TO BE A 1�1� W 6O' b0' IIfty IM !CUM&. SEE FLOOR PLJ14� . H9&lJr 34' AFF. !R� TO ��l4rs �GTIO�i 4142 PBt !1'I$OR S R WE 2)(6 MOP SlU0 • 16 OL. . 5W MY ER RE56T:VE TYPE x 6YPSAT MW.L BOARD AD�2b RDAOVE AW Ra=ATE EX+STA6 FICN5 AND MIOMENS ACCeSsb� E Amst U�05ET Am A56OCJJ► w PJJMS'1* 501PAT TrE G@LTEf41NE DE5l6NNi0rpRNfN65. Fm PER WIFEIRM DeS�6N ORAPINSS6 OF TIPE IM iS W FPZV. THE AQJAMT BALI S ACC- RJM COkMLSTO BE ON TrE FIDE SORE OF STALL. VBtiFY JV ONVt F ®REPLACE BOTH IRESaTROOM LAVATORY HANPSW FPAXETS MM AOT04AM SENOR LINTS Nth JkM3gOR MLL 11 5 ?1?piONf MISABLE IF HOT, FRXRft MAKE TO BE AMERaGANi STANDARD MtA17M ADA EL IV 2"JO0 OR APPROVED BA AL_ SM WA6 FOR MORE FIX KEY NOTES IF VANUAL FANCETS ARE 05W. TYPE TO BE LEVER OR DEISM BUifON AND O F.V9f?5 PER ZfrOWK DESSM DRAF066 1Nr Tm K15T NOT DAD AN OPERATING FORCE OF 5 LEG- SW MV1TM RL'56TTVE TYPE X 6YP%H PIALL BOARD AP-2T JiD.BSaTiR�LACE pG5TN6 M@I�S !{TITER Gl05ET TO PIE01/,OE Alf SFJLT N�6HT BE'f1 ®I ii`! q' AFF PER TIE ADJL 5m Ap•� R8'LAC.E M S 0 MOPL9L5 TOLET ROOM AMESME STALL VOOR CLOSERS N &I STALL 0 294 MOP STUDS • 16 AV MITER 145OT E TYPE 1 9 6YP3LH MALL BOAR DETAIL)/Al. DOOR CLOSM ARE TO BE ALTi'O 40- c.*t,S AND iNi C 0MJA M NTH PDA 143 STALL FV4945 PER NTEiRM DESIGN DRAPIN66 R137F OON ACCE56ORZ5 AS rEGGL.x..+faARY FOR STALL D00RSa TO MEET CLEARAMGE ® REirOCATE DG rAs T01LEf PAFBt DISPENLSERS 5O rmT TH@RE 15 iY OF VLSuzx GLEARAN(r.E FRONT GRAB BAr, BaOHI VB?JFY THAT b HmmommALLNFLL THE 6 A N+J17GKMK OF 54' ABOVE FNfS N FLOOR TO THE CORiROL PONT FOR A SIDE ! E REAL REPHt TO ADA 56CTM 4J3t ® PROVIDE AM OISTALL MCia°LATE5 ON ALL ACCe%ftE Off WM ff t RESTROONM 000M efu MALL TO HATCH Mxow f DG5TTtISs GONm"a MATGM MAYL�AI.Sj, WIVI ATE5 TO EXT@D THE MIRTH OF a00R 0% AFMW Y AND TO 16' APB_ TO taORS, MRS. HEIIS T'SA AND FINSE5 NON -AC 56IBL.E eLTRANGE I � I I \ I KEYNOTES FLOOR PLAN i 1 I RmEYYED FOR I M s 'I�dRItUF,� 1 FEB - 3 2006 TENANT IMPROVEMENT FOR AL 'S RESTAURANT REMODEL 6501 SOUTHCENTE PARKWAY TUKWILA, WA STORE # 04250 REnsioNs anoros simros PErMRSUeMRra_ O� 0CT t 9 2005 PEFUAT (ENTER REGMTMTM F E*W Qn-'- ml DEmAnv OUTLET FOR owt TRAw6 STATION. VESilFY DUCT LOIGATION W aux TO BOTTOM i 02 WN R.00P-M, SEATINS, FURNITURE PARTITION. AW DECOR FACKAW- SEE RaaWR DEMN DRANIN66 Q OF 51 NEX FROW SERVICE CONT� toR FIN IES PER KFER DESIGN �. SC DETAL SIA4. R1JGTfXRE Q NI3N PLASTID LAi~mirE Fimm AT REswm D00Tt5 Fm NTERIOR OE' DRArm66 mrALiT D00R nuot5 PER K BRIOR VESM DRA WoS Q INSTALL NI HARD 94WAFMP AUTOMATIC FAUCETS (OtCAEO FAUCET, HOMS 550425) PROVIDE AND R45TALL ALL U ILIM AS FWARED. COMrLT TO EMT96 MATER: SUPPLY LINES TO BOTTOM ® m i CE m4r, FLOOR TiL.E my iEMI ACCL3IT ! HALL TR.m AS 5P5CFw BY ikim R D miw ORAMIL65_ SEE DETAIL. 5/A4 OF ® PmovvE AND NSTALL mi Aurom ID ff www am VALVES n.0 % MO0E13 ROYAL iv) AT RL 5wom TOILETS i STRLIGTIMRE IIRIiALS PROVIDE AND NSTALL ALL NECESSARY UFLITI5. FU STALL EXISTTN6 FTRONf COAITER EQlF of . VERIFY PRL?V101I5 LOGATHON IN FIELV RECOM MT ALL UTILITIES. Q N E I CO OM CaRTERTOP AT RE51 OOM LAVATORIES AS SPECIFIED BY IMOWR DEWA ORAiMN66 TO BOTTOM ® N EPI AUTOMATED BEVERAGE SYSTEM M CO.RNEIJUS I KFE: MOOM 1561249W PROVIDE AND INSTALL ALL i OF UTLITES SM ELECTRICAL/ PLIR96 PLAN, SHIN A4 FOR ADDio"TIMAL 16VR 'iATM PROVIDE AND INSTALL. ADJACEW 5Tl01GTIRE STAK156 STa TABLE (20'1041 VERIFY 6144MIS _ KN-Ii RE6aym mcE PT PRNIBt AND uvowzmm CARET PROmm BY mom FwroiOE AND NSTALL ALL REamRw UTL.ITIM FOR RE6ISTM AND CABLE 6ROMET IN WATER. INSTALL UDEI<t COUNTER CABINET W 0) STJIAR.Q S SIMEL SHLLVES ON SERVILE 50E. TO I50'iTOH OF Q RE OCJITEO VIPPW DO'TIS FROMt RECO#0GT ALL UTILITES VJF_ SISE DETAIL 4/A4. STRUCTURE Q Ml OR M 0911 ALJ MIX STOREiFRM.IT MRNaOR TO MATCH MTIM6. iU1.14 '.-6'T IX-0 BEVB?A6E STA7M f1 E5 PBt WMIUOR DESMFR iTi.LTE PROVIDE APO 96TALL ALL U5 AS 5m 1 KN-i5 NEW T PRYER HiAOD AND HCOH GNLA6E VBXFY WUlFM Off XTH T COONAWS P'ROUE" HANIA6ETR. TO BafT STRJ EGEND EASTM MW1. C061RUGTION TO 104Aih -_ - -- - -- -_ -- -. -_ EX51±iMGRIOOFATiLANE,ABOVE TO � aNT ''� / ' �,. L�f HALL GOLD 'lvw'nONI - - - - -- - -- -- OVL AD C4mTlR4DT30N STRUDTURE 9 ACCE5610L.E ENTRANCE 0 0 t FREIHEiT & HO ARCHITECTS. INC., P.S. mc•eaoeia smm mmip" o. mamas sQppr ORA9AiN! BY cm DATE 62M PTROACT IMO: X6.204 PRIMT DAM 07rt6061536 WAI M N WE M5-2N AZft CopPigAt 2006 Frets s Ho Ard+Aecle, tic . P.S. Li E -.MaAi ��m��81� � �m� e�m�mmmm�m=n.** r qb DEMOLISH LKHr BEAM, TYP. METH. STANDM6 SEAM ROOFRN6, , M BRYMt COMPANY, ft ERSOH ALUlruNUt�, V - COLOR TO MATCH COPPER POW ROOF 'COPPER PENNY' OR APPROVED MATERIALS TO RE EaAN- iG: �! / �/ �/. 11 1 / f 65 i` !- t!L' / 1 //. f / / / // ' / / - - °/ 1 -- / / /— - -- - / — -/ / ! - - -- - ..: / _ i . . , ... -.l •• ..... .. . ..... .. . ..................... s•�- .� .. ... :..:: : :. ... f ! :_?1 J.1!_ ! : , . «�_ 7_%1' / � t 1. l 1... f ...�� 1L_Ifl_ L. ?" ?2. 'LIE ...... ..... .............:: . ............ . ............ ......................... ....................... . ...................... F PAINT TO MATCH BEN.IM4 _ _... —_ _ —___ I ; , :: ,. ::: f I THJN^IAY 60LD' ._ i r i i r •••` /• I / :, .... 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NO`M- MA SAIW �SOMI I SHO" - 8E PAINTI�TO MATCH MCIAMINMOIORE 'CHNNTTLLY LAGS' /� -10. NOSE. ALL WLM AND MATEWLS SHOM SHAY. Be R�►»D ON ALL SIDM OF BuLaNb VERIFY E • EAST ELEVATION EXACT EXTENT VW MGDONALDS PROJECT MANA6M I SCALE- V = I'-0' Dl1IOLISH LI6HT BEAM T17. METAL STANDM6 SEAM ROOM, , BRYM COMP NY, PETE�ON ALIJ'MK Cam TO MATCH COPPE2 PONY ROOF 'COPPER RNW OR APPROVED EQUAL !/ /i� /i/ .:� �• ./ s is f.' ..... .. . . ... ... .. .... . .... .... ..... .. ... ... .. ............. ..... ........................ ................... ...................... ... Y i - ^77_ Tly?Y!1 .................. ... ............................. ........ ... .......................... .. ......... :. ::::: ru►rr...... �iiisr�i�i o • .ter.. 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BRAM AND PO_ASEX MWARE AID PAW E *V" SURFACE: TO REV MATCH ADJACENr COL+OK TV. NOM MANSARD.SOFFIT SHO" BE PAB W TO MATCH B RIAM MOM 'GRANT LLY LACE' / �2 -'IO NOTE: ALL COL- Q ORS AND SHOWN SHALL BE RB°EAT® ON ALL SIDES OF VJLVM. I VERIFY EXACT EXTENT HM MGDONALDS PRO�WT MANAvER. z WEST ELEVATION W A : V4' = I'-O' R REG FE6 _ 3 lilts f _ O V3111 Y l"Ad , vow OR1ly �TI PROd PMIi oft GRIP CF TEA T =7 0 q • f • s • TENANT MOVEMENT FOR ICDONALD'S .ESTAURANT REMODEL 01 SOUTHCENTER PARKWAY TUKWILA, WA STORE #04250 ISIONS W10105 PERMIT SUBMITTAL 907105 OWNER REWSK)NS. ISTRATION FREIHEIT & HO ARCHITECTS, INC., P_S_ sauce ana Lmm *4 a NEW cm om ECT NiO- AC6.204 FEATS 062M fW "NuirlE- AW M4A3 -dg 1 A3 rw�t 2006>Fie�t 3 H� hc. P.S 0 DEMOLISH 0401 . BRAM AND PO_ASEX MWARE AID PAW E *V" SURFACE: TO REV MATCH ADJACENr COL+OK TV. NOM MANSARD.SOFFIT SHO" BE PAB W TO MATCH B RIAM MOM 'GRANT LLY LACE' / �2 -'IO NOTE: ALL COL- Q ORS AND SHOWN SHALL BE RB°EAT® ON ALL SIDES OF VJLVM. I VERIFY EXACT EXTENT HM MGDONALDS PRO�WT MANAvER. z WEST ELEVATION W A : V4' = I'-O' R REG FE6 _ 3 lilts f _ O V3111 Y l"Ad , vow OR1ly �TI PROd PMIi oft GRIP CF TEA T =7 0 q • f • s • TENANT MOVEMENT FOR ICDONALD'S .ESTAURANT REMODEL 01 SOUTHCENTER PARKWAY TUKWILA, WA STORE #04250 ISIONS W10105 PERMIT SUBMITTAL 907105 OWNER REWSK)NS. ISTRATION FREIHEIT & HO ARCHITECTS, INC., P_S_ sauce ana Lmm *4 a NEW cm om ECT NiO- AC6.204 FEATS 062M fW "NuirlE- AW M4A3 -dg 1 A3 rw�t 2006>Fie�t 3 H� hc. P.S 0 1 A3 rw�t 2006>Fie�t 3 H� hc. P.S 0 r PLUMBING/ ELECTRICAL NOTES I. ALL NOW EL.EGTRIGAL 4 PLUI`0% SHALL COMPLY WITH ALL APPLIGABL.E WCAL, STATE AND HEALTH CODES. 2. ALL RECEPTACLES ARE TO VE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR (to). 3. MINIMUM NRE SIZE SHALL BE 012 AW6 COPPER UtN.E56 NOTED OTFUERI M. 4. EXTEND CON IT AND CONDUCTORS DONN O"E OR KALL TO TIMNAL IXOCK MOUNTED ON MUIPMI AND MAKE FINAL CO MOT10N5. 5. ALL J- BOXES, AND OMM ELECTRICAL DEVICES SH" ON THIS SHEET ARE INTENDED TO BE RECESSED INTO A WALL„ FLOOR OR CEILING UNLESS SPEGIFIGALLY NOTED 07HERNSE. 6. HOLES IN FRONT COUNTER FOR POS CORDS AND GABLES TO BE LOCATED BY OWNER AND DRILLED BY 6ENERAI. CONTRACTOR - FILL IN EXISTING POS HOLES PER OWNER ?. ALL WATER I20U6H -INS TO BE TERMINATED VATH SHUT OFF VALVES BEFORE CONNECTION TO EGUIPNENT AND FIXTURES. 6. ALL DMENSIONS SHONN ARE FROM FINISHED FLOORS. MAKE NECESSARY PD ENSIONAL AU.OKWES. 9. PUREE ALL HATER. LMS BEFORE COI#45C4M 10. ALL CONTINUOUS SLEEVES TO HAVE 30' LONG ELBOWS. SILEEVE SHOULD BE ATTACIED SECURELY TO ROOF STRUCTURE BY P.C. II. ALL WATER LINES ABOVE FLOOR ARE TO BE INSULATED FOR GOVENSATION CONTROL. PROVIDE WAR ATION RINGS ON ALL RISERS TO PREVENT BONDING OF SLAB TO PIPE AND ALLOW MOVi]4I NT. 12. BACKFLON PREVENTOR TO 8E INSTALLED ONLY IF AND AS REWIRED BY LOCAL CODES. IF BACKFl.OW PREVENTION IS INSTALL®, THEN A THERMAL. EXPANSION TANK MIDST ALSO BE INSTALLED 0 . SCHEDULE 40 PVC SHALL 8E USED FOR ALL DRAIN; WASTE AND VENT LINES IF ALLOMM BY CODE WifRE CODE DOES NOT ALLOW PVG USE TYPE OW COPPER OR CAST IRON. CORROSION RESISTANT IRON ALLOY 115 AL.LONED AS AN OPERATOR EXTRA. 14. DESIGN 6 BASED ON CURRENT PUT• M COOS. MODIFY AS REQUIRED TO S IM LOCAL CODES. 15. INSTALL C ANOUTS AT FIXTURES AND OTHI3t LOCATIONS AS REQUIRED BY LOCAL CODES. 16. INSTALL TRAP PRIMER, ON FLOOR DRAMS AS REQUIRED BY LOCAL CODES. 11. CONTRACTOR SHALL. VERIFY THE EXISTING CAPACITY OF ALL &MMICAL PANELS PRIOR TO ANY WORK. N IEN MORK 15 STARTED CONTRACTOR SHALL ASSURE THAT THE " CIRCUITS AND THE PANH. LOADS BALANCED PER VZVO AIDS STANDARDS. PLUMBING/ ELECTRICAL LEGEND EXISn% C.ONSMJ6TION TO MWN MEN WALL CONSTRUCTION. SEE PARTITION LEGEND THIS SHAT DEMATED DUPLEX RECEPTACLE (RECE56m AT COATER) VEMATED DUPLEX RECEPTACLE WASTE WATER PIPE COLD HATER, PIPE _® EXISTING R.DOR DRAW TO RErTA1N DETAIL @ PRESENTER SCALE: 114' = I'-O' EQUIPMENT LEGEND @ PRESENTER BOOTH IN 0 ON DcScwPnoN HFR./ RuR45HED MOM # VOLTAGE/ PHASE O I AUTOMATED BEVERAGE SY57EM - NEW VV ICE KAM- NEW KRw OVVER - - O I DROVE- T'IRiU DRINK TABLE - NEVI (SIZE PER OWNEIt5 RGa11RMEN1'5) KE5 - - O I ORANGE JAM DiSPF�R 11DOLUXJ- NEVI EL.#15✓ _ 120A O I HOT 01000LAIE IDEPESNSBt - HEM KARMA/ M 15" 1200 O , COFFEE OF43At (SLIDE DECANI0M) NE MI whom 120 -208A SUPPLED NIH (3) 6LA55 DECANTCRs O6 2 POS PC HARDWARE - DRIVE UM STATION 0 MOCAT'ED) 0 MV BY OH EIR 5Y ONER. WA ISOLATED (D 2 RECEIPT PRINTER 0 RELOCAIm) 0 M" BY OVER BY alm 120A 1 ISOLATED O I Ir6GfiAMCAL CHASE FOR ABS._ I NEW ms ms - O I STAINLESS SUM TABLE VV TM 55. SHELVES (VERIFY SIZE NV ONMERI Lamm mmm m0� NM TILE PM INTERIOR ORANNss. NISM n l.�, IYP: QUARRY TILE, TYP. RESTROOM TILE DETAIL SCALE: I/2' = I'-O' 5/I'!' TYPE 1 9 6yw 6' QUARRY TILE BASE (TYPICAL. IN RESTROOMI 6' G ZL IN IRD"ED FOR CODECOMPLIANCE FEB - 3 2005 W'TE: SEE INTERIOR DRAM65 FOR FLOOR TEE FINfSH MATERIAL, SIZE;, AND COLOR q ty Ot Tukwil � .,f I I n wr ..,. �nrr�► � BASE DETAIL ( RESTROOM) PLUMBING/ ELECTRICAL KEYNOTES L PREVDNTER. IF REQUIRED, AND ALL OTHER R6IRED UTILITIES. VERIFY EXACT MODEL WITH MCDbNALDS PIW EGT MANAGER. Q V2' VINYL NA7T3t SUPPLY LINE. ROUTE TO AUTOMATIC BEvwmE STATION THROUGH 5TANLE56 STmL CHASE FROM MW* OVERHEAD SODA WATER SUPPLY LIME. VL321FY THAT EXISTTN6 SODA WATER 5UPP'LY LIM IS WOWED TO A REDUCED FF 59M BACM014 PREV NITER. ® NEW 12'-0' OV48R ME STATION!; FINISHES PER INTERIOR DES"M PROVIDE AND INSTALL ALL MUTES AS RE+QUIRM. PROVIDE SS 6X6 CREASE FOR OVERHEAD WATI3t LIMES AND SODA LIMES Q NEM FLOOR SING PROVIDE AID INSTALL I V2' PVC DRNN,.INE NTH I V4' VENT CONNI!CT MAINLINE TO DOSTING 3' DRAIN. ac NERIF EXACT LOCATION). ROUTE VENT LINE 7HI UIrSSH I EARN WALL TO EXTERIOR O4DOF). PROVIDE ELM RZ& OUTLETS FV GROUND FAULT CRCUIT INIt3qqjrlEF5 FOR SODAACE MAGWNE AS RE UIRLD. n d�P DETAIL @ FRONT COUNTER SCALE Ems' = T' •Or D5 0ELOIK TYP. PR0VWE VEDIGATi'D FOCESSED CLOICK L36GIRfC/ L 146G�TACLE5 FOR Baw. -S Horo v OL jvm 105"W Aft 6RUE AT EaW.' W. PLACE AT 1910TTOM OF SIAM QBIICE (!TIP. OF 0 J SCAM T = T' -w GOBLIN COUNTER TOP INTERIOR DE516N1 ORANN6+5. 2'-6' ". V1321FY) 6' CORIAN APRON — 4 I' ADX PLYnow SW57RAIE MIN- VERIFY rm COMM TOP MF6. VY GYP. W. FNISH PER NORM DESIGN I i REEL KALL CON5IRIIGTTON ` ' SEE SHEET AZ ' I EXISTING ma GONSn411GTION TO BE DB'NOLISlEn HEM TIF BASE SEE VA4 EJ05TNG FLOOR F usi _` T705TN6 FaRgAiTION NM F0INDATION PER. STRLIGT. WEN 0M. SWENAL.K AS IMF TO WATCH 1705T11106 SUE VEYAZ 0603 TO BE VE IOUSIE'D WALL SECTION @NEW WALL = I Ir2' = r--OF FLOOR WM SEE TILE N NW D NO G�OLM BASE DETAIL (DINING) SCAM 3' = I'-W 1I b n TO STRUCTURE ABOVE NSTA L S12 6A. VERTICAL 1URRE AT 4'-0 OL. GOMGGIE3� TO WIN RI�UBt AND STRiIGTUQE ABOVE NSTALL AN APPROVED GOMPRIx.'" PI05T LLI'L9N ISM TOP OF CL6. 6R?D AND SJJWT. ABOVE SPRN6 CLIP GR0.�6 T��ER *STALL 42 6A MOTS CRO% BRAGNG N EACH PLANE OF WIN MUM AT 17 OL. AT 45 MOM ANSLF5 N BOTH IN EGMS DlG6l LATH TIRE FW45T PON MMI N V-Gr FRON TMp EAGNI FIOLL. KM FU*413t NOTE I. ISTALL AS FE iRRED WER AST* E'560 NO AGM ChM. 2 SU PIORTM Am TO W 6J41 RV AID SPACED FM AST* Co" TABLE 3 & FVWV E LIGHT Fnc1UM SINTIM ATTAGNTNM F EIR ASM OWL focem CMOFTUKWU SUSPENDED CEILING DETAIL, WP. c«v = 1 9 245 SGAIE MDT TO SCALE PEFIRTCDiTFR 4 • f s s TENANT IMPROVEMENT FOR MCDONALD'S RESTAURANT REMODEL 6501 SOUTHCENT PARKWAY TUKWILA, WA STORE # 04250 r+MaM e1100 aMRSUNrrru n sroias owHERaEvisiM i FREIHEIT & HO ARCHITECTS, INC., P. S. a.s� any 9m m 1�lwEs Am..�mno. sa•��i ORAI M 6Y: cm DAM 6rAm FRQECT HOL MS-204 PTISNf 0ATE 07ilm im ORAWNG RUE X204 MANE 1 A4 CapTsi�rt 2006 s<>�Trei a Fb/lrvrlecb,lnc. P.S. IF V2' 6YMM BOARD a mw nm BASE (TYPICAL IN on*) 40ARRY TILE (`TYPICAL IN DINING) FRP OVER. U7 PLYN" ON KITCIBT SIDE IF T'N.E 15 USED PROVIDE %I )ROHERr tlLTRA SET LATEX SEDUM 2>K TREATED SILL F'LAIE ArGHOR TO FLOOR M/ 3' s SHOT PNS • 48' O.C. aWW COUNTER SECTION 3 _ SCALE I VY = r4' EXTEND GOUNM TOP V4' PAST 9 PLYY'IAOD 1'-II 'V8' � 2' DID. SLEEVE 001- TOP PLATE 2x4 O 24' OL. • L Comm WALL S lHST 6L. F SCALE: 1/4' = I'-' tpm ^T �..� : A PER NTERIOR DESIGN DISPLAY CAGE FLLI5FN MM C0RM � f • AF IRION -AFFLY PAP. TO REAR OF SIDE 1VU- ELEVATION W i %r 1 RESTROOM TILE DETAIL SCALE: I/2' = I'-O' 5/I'!' TYPE 1 9 6yw 6' QUARRY TILE BASE (TYPICAL. IN RESTROOMI 6' G ZL IN IRD"ED FOR CODECOMPLIANCE FEB - 3 2005 W'TE: SEE INTERIOR DRAM65 FOR FLOOR TEE FINfSH MATERIAL, SIZE;, AND COLOR q ty Ot Tukwil � .,f I I n wr ..,. �nrr�► � BASE DETAIL ( RESTROOM) PLUMBING/ ELECTRICAL KEYNOTES L PREVDNTER. IF REQUIRED, AND ALL OTHER R6IRED UTILITIES. VERIFY EXACT MODEL WITH MCDbNALDS PIW EGT MANAGER. Q V2' VINYL NA7T3t SUPPLY LINE. ROUTE TO AUTOMATIC BEvwmE STATION THROUGH 5TANLE56 STmL CHASE FROM MW* OVERHEAD SODA WATER SUPPLY LIME. VL321FY THAT EXISTTN6 SODA WATER 5UPP'LY LIM IS WOWED TO A REDUCED FF 59M BACM014 PREV NITER. ® NEW 12'-0' OV48R ME STATION!; FINISHES PER INTERIOR DES"M PROVIDE AND INSTALL ALL MUTES AS RE+QUIRM. PROVIDE SS 6X6 CREASE FOR OVERHEAD WATI3t LIMES AND SODA LIMES Q NEM FLOOR SING PROVIDE AID INSTALL I V2' PVC DRNN,.INE NTH I V4' VENT CONNI!CT MAINLINE TO DOSTING 3' DRAIN. ac NERIF EXACT LOCATION). ROUTE VENT LINE 7HI UIrSSH I EARN WALL TO EXTERIOR O4DOF). PROVIDE ELM RZ& OUTLETS FV GROUND FAULT CRCUIT INIt3qqjrlEF5 FOR SODAACE MAGWNE AS RE UIRLD. n d�P DETAIL @ FRONT COUNTER SCALE Ems' = T' •Or D5 0ELOIK TYP. PR0VWE VEDIGATi'D FOCESSED CLOICK L36GIRfC/ L 146G�TACLE5 FOR Baw. -S Horo v OL jvm 105"W Aft 6RUE AT EaW.' W. PLACE AT 1910TTOM OF SIAM QBIICE (!TIP. OF 0 J SCAM T = T' -w GOBLIN COUNTER TOP INTERIOR DE516N1 ORANN6+5. 2'-6' ". V1321FY) 6' CORIAN APRON — 4 I' ADX PLYnow SW57RAIE MIN- VERIFY rm COMM TOP MF6. VY GYP. W. FNISH PER NORM DESIGN I i REEL KALL CON5IRIIGTTON ` ' SEE SHEET AZ ' I EXISTING ma GONSn411GTION TO BE DB'NOLISlEn HEM TIF BASE SEE VA4 EJ05TNG FLOOR F usi _` T705TN6 FaRgAiTION NM F0INDATION PER. STRLIGT. WEN 0M. SWENAL.K AS IMF TO WATCH 1705T11106 SUE VEYAZ 0603 TO BE VE IOUSIE'D WALL SECTION @NEW WALL = I Ir2' = r--OF FLOOR WM SEE TILE N NW D NO G�OLM BASE DETAIL (DINING) SCAM 3' = I'-W 1I b n TO STRUCTURE ABOVE NSTA L S12 6A. VERTICAL 1URRE AT 4'-0 OL. GOMGGIE3� TO WIN RI�UBt AND STRiIGTUQE ABOVE NSTALL AN APPROVED GOMPRIx.'" PI05T LLI'L9N ISM TOP OF CL6. 6R?D AND SJJWT. ABOVE SPRN6 CLIP GR0.�6 T��ER *STALL 42 6A MOTS CRO% BRAGNG N EACH PLANE OF WIN MUM AT 17 OL. AT 45 MOM ANSLF5 N BOTH IN EGMS DlG6l LATH TIRE FW45T PON MMI N V-Gr FRON TMp EAGNI FIOLL. KM FU*413t NOTE I. ISTALL AS FE iRRED WER AST* E'560 NO AGM ChM. 2 SU PIORTM Am TO W 6J41 RV AID SPACED FM AST* Co" TABLE 3 & FVWV E LIGHT Fnc1UM SINTIM ATTAGNTNM F EIR ASM OWL focem CMOFTUKWU SUSPENDED CEILING DETAIL, WP. c«v = 1 9 245 SGAIE MDT TO SCALE PEFIRTCDiTFR 4 • f s s TENANT IMPROVEMENT FOR MCDONALD'S RESTAURANT REMODEL 6501 SOUTHCENT PARKWAY TUKWILA, WA STORE # 04250 r+MaM e1100 aMRSUNrrru n sroias owHERaEvisiM i FREIHEIT & HO ARCHITECTS, INC., P. S. a.s� any 9m m 1�lwEs Am..�mno. sa•��i ORAI M 6Y: cm DAM 6rAm FRQECT HOL MS-204 PTISNf 0ATE 07ilm im ORAWNG RUE X204 MANE 1 A4 CapTsi�rt 2006 s<>�Trei a Fb/lrvrlecb,lnc. P.S. IF V2' 6YMM BOARD a mw nm BASE (TYPICAL IN on*) 40ARRY TILE (`TYPICAL IN DINING) FRP OVER. U7 PLYN" ON KITCIBT SIDE IF T'N.E 15 USED PROVIDE %I )ROHERr tlLTRA SET LATEX SEDUM 2>K TREATED SILL F'LAIE ArGHOR TO FLOOR M/ 3' s SHOT PNS • 48' O.C. aWW COUNTER SECTION 3 _ SCALE I VY = r4' EXTEND GOUNM TOP V4' PAST 9 PLYY'IAOD 1'-II 'V8' � 2' DID. SLEEVE 001- TOP PLATE 2x4 O 24' OL. • L Comm WALL S lHST 6L. F SCALE: 1/4' = I'-' tpm ^T �..� : A PER NTERIOR DESIGN DISPLAY CAGE FLLI5FN MM C0RM � f • AF IRION -AFFLY PAP. TO REAR OF SIDE 1VU- ELEVATION W r LIGHTING ALTERATIONS TOTAL ALLOIMED WATTS A LOVW WATTS PER F7 = 15 OWNS AREA = 2J57 SF. TOTAL A LOYM WATTS = 05) (207) = 3.2355 W PROPOSED 1.16iilTM (pJ PBVANT LWAM a 40 AATT5 EAC+I 960 WATTS (40) 2 LAW R6GEa6ED FLUORE LINT DOM LWM A 52 WATTS) TiXRVE 2060 WATTS (4) PAQABOUG U6HTS O 46 KkTTS/ FlXn4M 384 WATTS TOTAL. DN%. ROOM U *ffr46: 3.224 WATTS TOTAL. PROP05M KATTS (3224) < TOTAL AL4OVIEP MTTS (32355) LEGEND EmTm WALL CONSTR .TION TO m3.m N31 WALL CONM7R TION — - - -- - — EXI57T+ib CONSTRUCTION TO BE DB4OLl5lW ONE MEN son so EASTTN6 Fmces6m Di" L1 iTS TO REMm EX157116 REW96ED DOM 1.16M TO BE R1a4OVEP WEN PEIVAW LI61TT5 NEN FWA 56W DONN L16M N3i PARABOLIC 1.16F1TS CEILING NOTES L VOWY EMU* CBUNrp H06MS 4 ALL VMrA NS PR10R TO WORK OODE WA FEB — CILY ��um REFLECTED CEILING PLAN SCALE: V4' = IW I t F; 1 L- Z p � .l.f. mot.► lei. �� � �!_� �I_�. �.�i� 3. IREFLACE ANY AND ALL DAK%W OR POOR COWf" CEILING 711M VM NEW TM (TO BE VBWD BY WWONALD5 FP41 GT KANAGM. 4. REPLACE ANY ANA ALL DA , "M OR POOR 40M MI U6HT FIXTURE'S (F FDCTLf 5 ARE TO BE ) IM It" MUMS (TO BE VERIF® BY MGDONALDS PROJWT 144" M. 5 A Cl9tr FW TEp MAM SIAM RELMATE SPIZINKLER MAZO AS FZMM BY MI C.ONrMrTM (IF FMaVMD). "M1r SHML BE SUMTTED TO 71f FIRE XARSFUIL FOR REV61 AV APPROVAL PRIOR TO Y1ORIC APPROVED RAMS 5WV,L BE 51.10MiTTfD TO M o"NEK TENANT IMPROVEMENT FOR MCDONALD'S RESTAURANT REMODEL 6501 SOUTHCENTE PARKWAY TUKWILA, WA STORE # 04250 CEILING KEYNOTES Q REI.ACE E)MM CEILM MP. PANGS. 5017IT, AND UMVO HXT13 FM NEN 2X2' AGO STICAL CEILM 6RID. PAN35, MD WWII* Plat WTERIOR DE'WM ORAMSS 04A 6RID HEIGHT TO HATCH EASNO. VB". Hl1llt[AIN WHANIGAL RETURN AND DFFUSM LOGATION5 REtATNE TO NEVI 6RID N OF S14'PLY AN)/OR RETWO PRIOR TO CONSTRUCTION STALL BE EQIIAL TO NR4 M OF 9"LY ANDIOR RI:TURt1ra TFON Y.MLETION OF C0157RX - TICK RBW.E F DAM6W SEE DETAIL 41A4 FOR C 9LM 6RID DETAIL. F NTERfOR DE5i6N DRAWR466 DO NOT SPEGR-Y NM 6W, W S MI 2'XY C81.1N6 6MID AND ACAMM CEILING TILE LAY4N CEILRIb TU5- ARMLrTPa* WRTE6A 7156MM tT04 OR APPROV® EGUAL (NATIONAL FWAN6 TiR017f,N A1467RONS s I - BTT - AIRM1 tONS). Q M4 PBVANT LWMIS PER NFERIOR OE'SM DRAWWS& Q 101 PAM ED &YW SOFFIT AT T-W AFf Q 101 FEWSSM DOPN L WI T FVCR RE PT3t KFEFWR MUM DRAiiN65 RINOVE EX15Tm D01tai61TT AND PATCH TO HATCH mi CO!s7ROUTim VEIaFY EXTENT OF mwAL WISH NGOOAN IPS PROJBCT HANA6M Q 181 PAww com 50Ffi7T AT T-4' AFF- I/ CRYOFTUKWILA arT NO REVISIONS 8r101i05 AW/05 REGISTRATION PERMIT SUBM M FREIHEIT & HO ARCHITECTS, INC_, P -S_ ....s �s,� ses ae ate.. wa .as�ar Fasow DRAM BY. DATE PROW ND_ FFM DATE - &T - a MS-2DO M20.16" AW204 A5 cov�;�e�ooss�IS takv�c, �. P.s. i Irb • 9 4 TENANT 71F Fl IMPROVEMENT FOR MCDONALDIS RESTAURANT REMODEL is u � u i_i - _...�---- �-- - - - - -- - - - - -- ---- C�---------- LI ___. _---- - - - - -- 16501 SOUTHCENTEF L Cl L p__ PARKWAY TUKWILA, WA STORE # 04250 s" - -7 V _7 IV _7 I x II x II x I k_ - -7 k _7 k — - 7 I x II x II x I IV _7 I x II x II x I REVISIONS W10105 . ����c� & M05 lots a O�T�n��n *' REGISTRATION X Wr 0 XV LA6 SMT 0 AT EACH WROt - 00M. YV eam SWPLIR LEGEND MR0 U BUM C06MCTM TO W MrIOVE . VET W F S&VAffAU FM O/MS NW.TM rffay- K ;; I GENERAL NOTES ROOF DETAIL SCA I~ I vr z r-.w L VEWY NM COND09M Wr To JOE KY-0 AMY FWH AMY WAr, WAIT- 2 EKTOV POMP RRAWN LM 1'=4 COI M4M TO ICE WJQ3t AS MaMW J. FROAX F013t FOR THE WNPOGM FIX MMFAanMtS WWWARM& I r 4 • a ROOF NOTES ROOF PLAN SCAB W = r-0• fe'V& NO MIME AL MUO O&T-W TM RV COMM WVM*. WrAM HN WORPO TO MATCH 5UI6 VEMY EXMW OF MW FM HCVCKMMS RtOLWT VARA6M FMVa NO RMAM AM EMU* WOMP WZWMC,.& tKM WN RM TO HATCH 005M tW WCATM V Eff '*f EXACT EXnW. OF MW N'M W.VOK&M PR "T HANA6M MatAWT MI %M TO MUMS AS PERMIT SUBMITTAL T k I 'I [ z FREIHEIT & HO ARCHITECTS, INC., P-S. w as= = mwxw am "awan Fdnnmp CPAMBY DATE: PROJECT NO.: FRKFDATE OPAWNGOW facem C"OFTUOALA GCT 1 9 2005 PERA&T WOO t p • w Copal 20G5Fmt"&"* Mdrlectt tic. p.s V# a CH MUM AMG V'. 2N4 IW Ao""P"■g j i. i. li is H F v- -7 v -7 v- -7 I x I I x I IL .3 t_ .3 t_ -1 TENANT 71F Fl IMPROVEMENT FOR MCDONALDIS RESTAURANT REMODEL is u � u i_i - _...�---- �-- - - - - -- - - - - -- ---- C�---------- LI ___. _---- - - - - -- 16501 SOUTHCENTEF L Cl L p__ PARKWAY TUKWILA, WA STORE # 04250 s" - -7 V _7 IV _7 I x II x II x I k_ - -7 k _7 k — - 7 I x II x II x I IV _7 I x II x II x I REVISIONS W10105 . ����c� & M05 lots a O�T�n��n *' REGISTRATION X Wr 0 XV LA6 SMT 0 AT EACH WROt - 00M. YV eam SWPLIR LEGEND MR0 U BUM C06MCTM TO W MrIOVE . VET W F S&VAffAU FM O/MS NW.TM rffay- K ;; I GENERAL NOTES ROOF DETAIL SCA I~ I vr z r-.w L VEWY NM COND09M Wr To JOE KY-0 AMY FWH AMY WAr, WAIT- 2 EKTOV POMP RRAWN LM 1'=4 COI M4M TO ICE WJQ3t AS MaMW J. FROAX F013t FOR THE WNPOGM FIX MMFAanMtS WWWARM& I r 4 • a ROOF NOTES ROOF PLAN SCAB W = r-0• fe'V& NO MIME AL MUO O&T-W TM RV COMM WVM*. WrAM HN WORPO TO MATCH 5UI6 VEMY EXMW OF MW FM HCVCKMMS RtOLWT VARA6M FMVa NO RMAM AM EMU* WOMP WZWMC,.& tKM WN RM TO HATCH 005M tW WCATM V Eff '*f EXACT EXnW. OF MW N'M W.VOK&M PR "T HANA6M MatAWT MI %M TO MUMS AS PERMIT SUBMITTAL T k I 'I [ z FREIHEIT & HO ARCHITECTS, INC., P-S. w as= = mwxw am "awan Fdnnmp CPAMBY DATE: PROJECT NO.: FRKFDATE OPAWNGOW facem C"OFTUOALA GCT 1 9 2005 PERA&T WOO t p • w Copal 20G5Fmt"&"* Mdrlectt tic. p.s V# a CH MUM AMG V'. 2N4 IW Ao""P"■g . f • f • w TENANT IMPROVEMENT FOR MCDONALD'S RESTAURANT REMODEL 16501 SOUTHCENTER PARKWAY TUKWILA, WA STORE #04250 REVISIONS W10195 PERMIT SUBMITTAI. IQ 91 OWNER REVISIONS REGISTRATION t FREiHEIT & HO ARCHITECTS, INC_, P -S_ MsE Cl SAM =NMI&qM P40MIM DRAM BY: C,RH DAM &Z" PROJECf NO_ A0vA4 F MwIT OATS x US Im tMAWNGNP E M&204NAM i SHEET A7 i CopffiW 20106 F~ a fb bt P& v • t i -.00MAO ADAA6 S6GTION 430.4 R6agMS RAID" AND BRALLE 011ARACiTEt S" OESWNATM PE1MU11ENT PAPER HOLDER. COMAS TO BE LOCATED . MIN. Rooms OR SPAGCB OmET ROOMS) TO BE MOI�NIED ON WItO STOPS PLJIGEMEM ON HIDE SIDE OF TOILET AREA 6' MAX HI07E H'+IATRR -- _ - - -- IN A CONSISTENT MAN ER SO 1W CAN EASILY BE I HM LC N. 6R S6 E OF 6RABBAR �' 4 t D D RAM WS RAIN PIPES - -- -- __ -- - - LOCATR� BY VISLI ALLY IMPAIRED U-SM. THIS G TING TION FROMM THE MOUN OF RAISED ATV 56 BRAILLE X � 24 12 HyMIN. 0 Ea -- -- CHIA INTER SI&WE ON THE FAGS OF 7HE r S' F' TOq.ET R�OOMi DOOR i FROM SEA 4' T T0 6 RABISAR �� n g � � � o . � `� �` RAISED ARM) BRAILLE CHARACTER SWAM WITH A � HM6H GoNTRl5T TO TIE BAGIG6ROIAND, ALOES W7H A � � � � � — -- WIMTE INTERNATIONAL SYMBOL, OF QSA) ON A BLUE B RO TO BE WATER CL05E UNTED T WATER C SET WALL MO TOILET PAPER SJ+R. TOUT TAi�NPON PAM T OM SOAP PIER TOWIf. HAM DRYER t 6RAB BARS SIDE VM30I t 6RAB BARS FRONT VIEH. LAVATORY DISFEWER SEAT GONER D DI5PI5� / DISPENSER DISPENSER — _ —_ LL ENT M= A THE RNIGES ARE NOT �ACGE566lB1.E, THE O EN MOIMNTED ON THE TOILET M ROOM ENTRANCE DOOR WALL OISPELSER WASTE CONTAINER u�', A";I!5SBLE ENiRANGE SHOIM,D BE 1o151i1FM, Ym THE ON THE LATCH SIDE OF TIE POOR IF A"A ATE INI 4 ATIONAL SYMBOL OF AC 1ESiSIRLITY. THE ISA ROOM 15 NOT PROVIDED ON THE LATCH SIDE OF 7HE 4' MAX • — SI6NA6E SHILL BE MOIWW ON 71E ENTWANCE DOOR WAI DOORS THE Si61NAOE IS REGURED TO 8E FROV 0M ON FOR AG GE560R 96ORIE ON THE LATCH 510E OF THE DOOR P ADEa�llA7E ROOM IS NOT PROVIDED ON �+ � THE NEAREST AP4 �1f WALL. 4 Hi6HtR ?HU1R1218 TM 1 71 THE LATCH SIDE OF THE DOOR, THE SW AM iS TO BE PROVIDED ON THE NEAREST ROOM ID@ITIRCATION SW AEE SHHAI L BE MOUNTED AT 0 OF AGGE560RY AD�AGENr HALL 60' AFF. TO THE 80?foM OF TEXT OR GHiARAGTERS 4 FACE OF AGGE560RY THE iSA ""E SHALL BE MOI IM AT 60' AFF. TO THE ISA 516NA6E SHALL BE MOUNTED IMMEDiATH.Y — ABOVE THE ROOM 1EENTIFIGATTON SIGN. g jj% BOTTOM OF GHWiAGTERS. o IT IS RECOMMEMED THAT THE Cam OF THE Si6N BE IT IS ffZOMrF3 W THAT THE CENTER OF THE SIGN BE SE NO CLOSER THAN 4 FROM THE FRAME OF A DONOR 50 A SET NO CLOSER. 71M 4' FROM THE FRAME OF A DOOR SO A VIR LY IMPAIRED IEER 1010 D BE SHELF MOP AND BROOM GOAT HOOK BRACKET FIRE SWTCHES RECEPTACLE nMlOSTAT DRWWG MIRROR row DOWN TOILET AC495SORY iHOLUER EXT0116UMHER FOUNTAIN BABY GHAN6M6 MOUNTM6 DETAIL WSUALLY IMPAIRED USER MILD BE OUTSIDE OF THE 0001 OUi51DE OF THE DOOR Si►MN6 MILE STANDING W SWING WILE STAMM M FRONT OF THE SIGN. FRONT OF THE SIGN. ADA MOUNTING HEIGHTS ACCESSIBLE ENTRANCE SIGN RESTROOM SIGNAGE 4 5 I A7 SCALE: 114' = I'-0• A? SCALE: NOT TO SCALE A7 SGAi.E= NOT TO WALE IBC.. S6GT10N 1011 MOM THAT Off AND E)QT AGGM DOORS SH A L BE MARI= BY AN APPROV" off SIGN READILY VISIBLE FROM ANY DIREGTION OF E6RE56 TRAV8_ -- - -- amble IM E)ff SIONME 15 REGIUM TO HAVE A 06H CONTRAST - -- -� � C� WITH THE BVIGIGGRGUH>D I"MTH RAISEb AND BRAIU.E • CHARACTERS. A WMTE ISA ON A BIJE BAGK6ROW SHALL SkSN Hg3A BE WALLED FOR AC41ESISIBLE DOORS. _ 5161 51681 X52 � E)QT SIMME SHALL BE MOUNTED ON THE WALL ON THE . LATCH SIDE OF THE DOOR WITH 18• X 18' 6ROM - CLEARANCE OTC.. IF ADEG M IE ROOM IS NOT PROVM7E17 ON — THE L.ATC4I SiDE OF THE DOOR THE SWIME IS ONE AC4E56MSI.E DIR6G7T0111AI. 51w SHOULD Pow AWAY TO BE PROVIDED ON THE NEAREST AD.IACENf WALL. FROM THE INUiGGES6IBLE ENTRANM W THE SHORTEST DRR6G7TON OF 7RAVEL TO AN ACZES69U E1IRANGE. YHE AT 60" A.F.F. IME � EXIT DOOR 5I6NA6E SHALL MUA TO - __ - - -- EXACT MOIINTWG LOCATION 15 NOT SPEGMIED BY THE ADA THE BOTTOM OF TEXT OR CRMIRAWERS THE iSA SOME -- SHALL BE MOUNTED IMMEDIATELY ABOVE THE E)QT SIGN. - — us AT NON402561BL.E ENTRAWES, DO NOT INCLUDE 7RE INI NATIONAL SM OF ACGF9618L.ITY. IT IS RECOMME MED TWAT THE C IM OF THE SLASH BE SET NO GLOB M THAN 4' FROM TIE FRAME OF A DOOR 50 A tjut VESUIV.LY IMPAIRED USiR WOULD BE OUTSIDE OF THE DOOR SWAG "WE STAMINS IN FRONT OF THE Sim EX IT WIZ MAW WERIM DST DOORS OR 6AES WN1CH -. OV OU&Y AND CLEARLY ARE IDENTIFIABLE AS BUS NEED NOT HAVE DQT SIGNS WHIE APPROVED BY THE EUILDINS - NON ACCESSIBLE ENTRANCE SIGN OFFICIAL. AS STATE' IN E)Wall" 2 °F IW. SECTION 101 1.1. EXIT SIGNAGE b 2 A7 SCALE: NOT TO SCALE A7 SCALE: 1NO SCALE made . i z �• aTw • PkALIfe MESU BOARDS BEYOND S AYaileMe PAPER TOWEL SOAP PA wt TOWS. HHAN D DRYER DI5PE NSW DISPENSER DISPENSER '•• •• 5 wM 1 i�4157E CONTAINER —I ONEE SIGN ULD SHO BE MOIffi 1:D ON A TADW - GSM HOLDER AT EACH ORDER STATION To wow alSTOM ERS OF 7HE AVAILABILITY OF BRAILLE AND 4' MAX PPIOTI e" � 4 FOR AGGQ560RIE5 a HI6HBt THAN 2T PiGTU�E MENIPa. 4 r GLFJNR MM�L PATH AG 51SORY _ J OF TRAVEL PF414 FRONT eouMl9e FACE OF AG 1ESSORY a o FOLD DOWN TOM A0CE560RY BABY GHRAN%* MOI nis DETAIN. STAION BRAILLEIPiCTURE MENU SIGN NOT USED 3 Al SCALE: NOT TO SCALE A7 _ SGrVM - 5 " 'A CE _r CODE . FEB - 3 2006 - 5M WAM ' � 1 a � � • � r�-! OINIc STANFF A6615TANGE 5161 SHOULD RME PI00V� n� �11� AT EAM 58F -SERVE AIWA 7HES SIGN HIM i£ STATION MTOUNT ®F m nit ON 11E 58F-'swe em R5 1116RI0t 7HIAN 46' [ENOM THE FLGAt OR MOH�E TWW 20' DAM FROK THE HVE OF THE TRAY WA- TW 51611 MUST BE L CA1ED TO 6E EA6EY MEN. BY ALL ARSTO!lM MOUNTM LOCATION I5 RIOT BK THE AM CITV OF MWILA SELF -SERVE STATION SIGN NOT USED 0C T 1 9 `''''5 a 4 A7 ISC wr TO S AT c � _ FETw ceinm f • f • w TENANT IMPROVEMENT FOR MCDONALD'S RESTAURANT REMODEL 16501 SOUTHCENTER PARKWAY TUKWILA, WA STORE #04250 REVISIONS W10195 PERMIT SUBMITTAI. IQ 91 OWNER REVISIONS REGISTRATION t FREiHEIT & HO ARCHITECTS, INC_, P -S_ MsE Cl SAM =NMI&qM P40MIM DRAM BY: C,RH DAM &Z" PROJECf NO_ A0vA4 F MwIT OATS x US Im tMAWNGNP E M&204NAM i SHEET A7 i CopffiW 20106 F~ a fb bt P& v • t i -.00MAO r STRUCTURAL GENERAL NOTES GENERAL REQUIREMENTS G, VERNING CODE- THE 'INTERNATIONAL BUILDING CODE% 2003 EDITION, AS ADOPTED AND MODIFIED BY THE CITY OF TUKWILA, WA SMALL GOVERN DESIGN 4NO CONSTRUCTION. REFERENCE REFERENCE TO A SPECIFIC SECTION IN A CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE STANDARD. THE LATEST EDITION OF THE STANDARD SHALL BE USED UNLESS A SPECiFIC OATS IS INDICATED. NOTE PWORITIES: NOTES ON THE INDIVIDUAL ORA154lGS GOVERN OVER THESE GENERAL NOTES. ARCHITECTURAL DRAWINGS: REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION INCLUDING BUT NOT LIMITED TO: DIMENSIONS, ELEVATIONS, SLOES. DOOR AND WINDOW OPENINGS. NON- BEARING WAILS, STAIRS, CURBS, DRAINS, DEPRESSIONS. RAILINGS, WATERPROOFING. FINISHES AND OTHER NONSTRUCTURAL ITEMS. STRUCTURAL RESPONSIBILI TIES - THE STRUCTURAL ENGINEER IS RESPO.NSIBLE FOR THE STRENGTH AND STABILITY OF THE MODIFIED PROTIONS OF THE STRUCTURE IN ITS COMPLETED FORM. CONTRACTOR RESPONSIBILITIES: THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND WSHA INCLUDING THOSE STEEL ERECTION ITEMS SPECIFICALLY ADDRESSED IN THE LATEST OSHA REGULATIONS. THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY SHORING. BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE; IS COMPLETE. SUBMIT CONSTRUCTION SEQUENCE TO ARCHITECT/ENGINEER FOR RENEW. DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THE GENERAL NOTES, CONTRACT SPECIFICATIONS AND REFERENCE STANDARDS, THE ARCHITECT/ENGINEER SHALL DETERMINE WHICH SHALL GOVERN. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. DESIG LOADS KIND DESIGN: EXISTING - NO CHANGE SEISMIC DESIGN: EXISTING - NO CHANGE GyOW LOAD: EXISTING - NO CHANGE LIVE LOADS: PER EXISTING- REMODEL PARTITION WALL LOAD OF 10 PSF_ TESTS AND INSPECTIONS INMTIONS: ALL CONSTRUCTION IS SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL IN ACCORDANCE WITH IBC SEC. 109. THE CONTRACTOR SHALL COGRV!NATE ALL REQUIRED INSPECTIONS WITH THE BUILDING OFFICIAL. STRUCTURAL STEEL DESIGN STANDARDS: STRUCTURAL STEEL FOR THIS PROJECT IS DESIGNED IN ACCORDANCE WITH AISC - ASO (1989) - SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN'. REFERENCE STANDARDS CONFORM TO: (1) AISC - 'MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN (ASO). NINTH EDITION (1989) (2) AISC - CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS do BRIDGES." MARCH 7, 2000. (3) RCSC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS ,NNE 23, 2000. APPENDIX B. ASD ALTERNATIVE. MATER NUTS ASTM A563 WASHERS (FLAT OR BEVELED) ASTM F436 ANCHOR RODS (J -TYPE. HEADED OR THREADED) ASTM F1554. GRADE 36 EXPANSION! ANCHORS HILTI OR SER APPROVED EQUAL WITH CURRENT ICBO REPORT ADHESIVE ANCHORS HILTI HY -150 (CONCRETE) HILTI HY -20 (MASONRY) ANCH ORS- - EXPANSION OR ADHESIVE ANCHORS. EXPANSION AND ADHESIVE ANCHORS SHALL BE AS SPECIFIED OR SER APPROVED EQUAL WITH CURRENT ICBO REPORT INSTALL ANCHORS IN STRICT ACCORDANCE TO [COO REPORT AND MANUFACTURERS INSTRUCTIONS. DRILLED -IN ANCHOR EMBEDMENT LENGTHS SHALL BE AS SHOWN ON DRAWINGS, OR NOT LESS THAN 9 TIMES THE ANCHOR NOMINAL DIAMETER (9D)_ USE ACRYLIC ANCHORS OF EQUIVALENT STRENGTH MEN BASE MATERIAL FALLS BELOW 40 DEG4?EES F_ WOOD FRAMING REFERENCE ST ANDARDS- CONFORM TO: (1) 18C CHAPTER 23 'WOOD - (2) !SOS - 2601 AND NDS SUPPLEMENT - 2001 'NATIONAL DESIGN SPECIFICATI,LW FOR WOOD CONSTRUCTION' (3 APA REPORT T98 -22 - 'NAIt PENETRATION AN FRAM;%G SPECIFIC GRAVITY FACTORS FOR SHEAR WAL .;:4D DAIDHBAGMS" 0ENrIFICAR : ALL SA IAN :UN3ER AND PRE — MANUFACTURED VJOD PRWJCTS SHALL BE IDENPRED BY TrHE GRATE MARK OR A CERTiF :LATE OF iNSPECTION ISSUED BY THE CERTI AGENCY. vs 'ARIA! S: 'A'JOC SfiR:IC TI;RAi SI:EATh!%G (PL WOOD APA — RATED STRUCTURAL SHEATHING i 'CLU ES: A' VEMCR PL Y WOOD. WENTED STRa i`D BOARD, WAFER30ARD. PARTICLEBOARD, i -ei G. A.% CCVOJSITES OF VENEER AND WOOD BASED MATERIAL CONFORU TO C•3tiC: STAB MRM PS -95 AND PS -2 -92 OF THE U.S. DEPT. OF COMMERCE AND THE r'►V_:rt�': R_ -AUXT ASS C:Arou (APA). M.NIM ;u APA eR4T.%G .O'L'A T G% CKNESS SPAN RAMG PLYA DI GRADE EXPGStJRE 32/16 C -'J i 2 4 �`•_ESS ?a +iED Or RWSE G` CRAIPNGS. rt:ST�L FcOCf A10 FLOOR t'ANE1S >NHTH Liras 2- VENS.Z-` t?OSS Ski-. "PORTS AND 10TH PAJNEL CONTiNU S OVER TMJ OR MORE SPA.%S- ENO .oC415 #BALL GC CL Ob£4 SL"ORTS .ASS: rANGEKS ak: wtiN= CTOKS: Se ALL 1~ 'STR1rAG r By Sv �cth CCAf ?A.NY AS SPECtLEC .L r-Ee': `A:tS= CATA_IrG- 301RNATE C(A%ECTCRS BY OT -.ER MAt;;FACTUQEI?S VAY E- S,5S T'. '1J PRO , ; -EY 4AVE CURRENT _-M FCR OR 17<_. _R L0 CA -A . T ES I-NO AP-E r sti`�A£O /A.' =rcC•. a BY =-E SER PR OR TO t7RG:k.NG _ O.ti_C' StiA__ k tiSTxt_rs PCR -r5 t'Ati,F±IC ":,=F45 'ti5 °�iT.O!'iS. COWkCTC R S - RAPS COI N£CT TNO VENSERS. PLACE ONE-HAtF OF Tr.E KA!LS OR BOLTS AL' EA;>l V36E.R. = R;,.•0"_ XASI-.EFS t,N- rl-;S SEAZ�S A.N'3 N41S OF %a E TS JII.o LrG SCF£AS BEARNG Ch M"_ UNL ESS NOTED OTHERISE A!i ti?JLS SHALL BE Ft; L LENGTH C;kffl,3N kA;. STRAPS T WJOD F- RAVY,i AS LA AS POSS$LE iN Tl� FRAVNG PROCESS 70 AL- - .! - E *3TJ TO SW skK A.U0 ' Vf &i�E Div '40 SE ME_ _ f eNEDVO WMC� A ��ucts fES Aa � . 1 4111 �ZA PARTIAL ROOF FRAMING PLAN AECIEVlp CIRY OF TIUKW ILA 0C 1 9 2GS MMWC8ffER - NAILS AND STAPLES CONFORM TO IBC SEC. 2303.6 'NAILS AND STAPLES.' UNLESS NOTED ON PLANS, NAIL PER IBC TABLE 2304.9.1. UNLESS NOTED OTHERWISE ALL NAILS SHALL BE COMMON. NAIL SIZES SPECIFIED ON DIE DRAWINGS ARE BASED ON THE FOLLOVANG SPECIFICATIONS: SIZE LENGTH DIAMETER 6D 2 -'.4" 0.113' 8D 2 -'/1' 0.131' 10D 3' 0.148' 12D (160 SINKER) 34 0.148' 16D 3 -'/1" 0.162" ALTERNATE NAILS MAY BE USED BUT ARE SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. SUBSTITUTION OF STAPLES FOR THE NAILING OF RATED SHEATHING IS SUBJECT TO REVIEW ON' THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. - LAG BOLTS OLTS: CONFORM TO ASTM A307. NAILING REQUIREMENTS PROVIDE MINIMUM NAILING IN ACCORDANCE VATH IBC TABLE 2304.9.1 "FASTENING SCHEDULE' EXCEPT AS NOTED ON THE DRAWINGS. NAILING FOR ROOF/FLOOR DIAPHRAGMS /SHEAR WALLS SHALL BE PER DRAWINGS. NAILS SHALL BE DRIVEN FLUSH AND SHALL NOT FRACTURE THE SURFACE OF SHEATHING. STANDARD LIGHT —FRAME CONSTRUCTION: UNLESS NOTED ON THE PLANS, CONSTRUCTION SHALL CONFORM TO IBC SEC. 2308 'CONVENTIONAL LIGHT -FRAME CONSTRUCTION' AND IBC SEC. 2304 'GENERAL CONSTRUCTION REQUIREMENTS.' MOISTURE CONTENT: WOOD MATERIAL USED FOR THIS PROJECT SHALL HAVE MAXIMUM MOISTURE CONTENT OF 19% EXCEPT FOR THE PRESSURE - TREATED WOOD SILL PLATE. REFER TO TESTING do INSPECTIONS FOR THE VERIFICATION OF THESE LIMITS. THE MAXIMUM MOISTURE CONTENT REQUIRED MAY BE LESS THAN 19% WHEN BASED ON A PARTICULAR CLADDING/iNSULATION SYSTEM. REFER TO THE ARCHITECT'S DRAWINGS. AND PROJECT SPECIFICATIONS, OR WITH CLADDING INSTALLER FOR MAXIMUM RECOMMENDED MOISTURE CONTENT. PRESERVATI TREATMENT: WOOD MATERIALS ARE REQUIRED TO BE "TREATED WOOD' IN ACCORDANCE VAIN IBC SEC. 2304.11. 'PROTECTION AGAINST DECAY AND TERMITES' SHALL CONFORM TO THE APPROPRIATE STANDARDS OF THE AMERICAN WOOD—PRESERVERS ASSOCIATION (AWPA) FOR SAWN LUMBER. ALL METAL IN CONTACT WITH TREATED LUMBER SHALL BE HOT — DIPPED GALVANIZED OR STAINLESS STEEL. A BUILDING PAPER SEPARATOR SHOULD BE USED BETWEEN METAL HARDWARE AND TREATED LUMBER. I 1 I FIELD VERIFY I I i EXISTING POST A I (E) ROOF` TRUSSES I I I ! i ---- - - - - -- ___ - - -- ----- - - - - -- - - - -- — -- - - - - -- — t I i I i EXISTING CANTILEVER, N EXISTING CANTILEVER, } ! ? I ! I I ! FIELD VERIFY SIZES FIELD VERIFY SIZES I ! I I I I I I I I ! ! ! I I FOB VERIFY FIELD VERIFY EXISTING POST , ( I I EXISTINVG POST ----- - - - - -- - -- 1 f I - - - - - - - - - - - - - �' \ I EXiSTL G ROOF LIB I EXTERIOR / ' I � i � N � •� 1 EX.STP Rml TR'v'SSES R TO ivi I ' INTERIOR � ' •T. t: F VERY CXST.% FPATANG CO►VpTOhS. CONTACT EWNEER Of FFCORD CF ANY &COh7SiST.AAC�€S BEFORE PROCEEN� 6. f U Z a..r■ 0 , � W � LU 4. d �_ w W � M �Z a: W w 0 O N J Q z�0) 0) 0) m' .... M — J (5 (o L w00 qt W ��NN�IL U III N ._ L. O w TAN< CONSTRUCTION DOCUMENTS FOR MCDONALD'S RESTAURANT REMODEL 16501 SOUTHCENTER PARKWAY TUKWILA, WA 98188 STORE # 04250 REVISIONS 07120 RE-IMAGING SEAL ol�s �ro2, E FREIHEIT & HO ARCHITECTS. INC_, P_S_ RA e«e1E ao�aa a � a aoett.. arr. •aa-i•c •cas. OMIN 61f em DATE 70M PR0JECF D_ - fr1!r PRKt DATA 72V= E1R�[11�ir(aM� SHM S� CaPpi91+t 200 E�+at t r+� J�r�l�ieczs. Ir+c . P.s EXISTING BM EXISTING S.O.G. n WALL SECTION EXISTING ROOF TRUSSES SIMPSON DTC CUP TO TRUSS DOUBLE TOP PLATE 15/32" PLYWOOD SHEATHING W/ 8d 0 6 EDGES do 12 FIELD NAILING, TYP NEW 2x6 0 16' OC STUD WALL PT 2x BOTT R 1 / 2 70 ANCHOR BOLT 0 40 "OC NEW CONCRETE WALL BENEATH NEW STUD WALL J4 DOWELS 0 12' OC EA WAY. CENTERED IN WALL (2) 14 DOWELS EPDXIED INTO EXISTING FON WALL 0 24" OC EXISTING FDN SCALE: N.T.S. EXISTING R04 SIMPSON DT( TO EA TRUS DOUBLE TOP 15/32" PLYV SHEATHING NEW 2x6 STI PER PLAN 99%0%~ 1 VJ1 .JL1V1.V CANTILEVER BEAM SUPPORT CONNECTION SCALE: N.T.S. EXISTING ROOF I TRUSSES BEAM WGER TO VIER BM. SIZE I I I I I 1 I I 1 1 I I I E OCR t I NEW 2x6 0 6' OC STUDw I i I I z IN i ! I 4 1 1 1 1 p I I EXISTING POS) TO BE REMOV90 1 I I ! I NEWS }2X6 POST ! NEW (3)2X6 II OSr I 1 (E} WALL ! I I I I i I I I I I ! ! I ! I 1 I I I I I I I I I I I ! t ! I ! I I NEW 4x12 I 1 - i-- ---- -- - - -- --- - - - - -- -- - - - - -- - - - -- --- - =_ - -- - - -� i I I I FACE OF EXTERIOR 1 I I I I I I I WALL r EXISTRO EXHAWT FAN 2 HR, RATED FYR -~ JDATT a ISU ATIOK / EAIMT FAN CM ASSE4BLY PER MANWAOUREitS - - - -_ _- - — SPEGIPICATIM - Iz' MAX CLEAN mr PORT AS FMaMW A)EYO10 mmis OUGTYyORIC EWA.OM TO BE REMOVED (%P 16 6A, H16H CAF&M STEla-J • DUCT WITH ALL JOW S / PATCH GEILM AS C 0W IVOUSLY rtv" — zz 16 6A. STARMS 57ID. REM TO MATCH OFMA5E TI60 DUCT ENCLOSURE 3 SM E�STINE, SLOPE V4' PER FOt'3T MON TOPAMP TO CU M& TOWARD HOOD. CONTiNJM SEALED TO 16 6A. STAR4 56 STELL WALL i `-fir EWADSU2E DUCT UP FROM EXAIOT HOOD SECTION @ EXHAUST HOOD 0 WAI.E. 3/4' = I'-O IIE+QEIm CM OF TU%IAJI OCT 1 9 '164 s • C • s TENANT IMPROVEMENT FOR MCDONALD'S RESTAURANT REMODEL 6501 SOUTHCENTE -PARKWAY TUKWILA, WA STORE # 04250 REVISIONS MOM A 917105 PERMIT SUBMITTAL OWNER REVISIONS REGISTRATION FREIHEIT & HO ARCHITECTS, _INC_, P.S. sr K ss IN posonsomm= .awas ►.0sw gm mi Copycf�E 2006 F�� � t+b J�diiec�, i+c. P.S� i 4 -,Mai GATE: sm PRQ,I£CT N0.: AC&234 PF4NT DATE WAffi- 433am 0RAii11YG X&MW ift gm mi Copycf�E 2006 F�� � t+b J�diiec�, i+c. P.S� i 4 -,Mai