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HomeMy WebLinkAboutPermit 1784 - Trammel Crow Company - Building CLEGAL )ESCR. LOT NO. — BLOCK TRACT Xi SEE ATTACHED SHEET OWNER Trammell Crow Company PHONE 6R 854 -5333 ADDRESS 2180 Sand Hill Road Menlo Park California 11N 94025 CONTRACTOR E. Carl Schiewe PHONE (503) 234 -6616 ADDRESS 1024 Northeast Davis Portland Oregon enclose ZIP 97232 LICENSE NO. 223- O1- EC- AR- LI *236KL SST NO. A600- 221 -571 slope TYPE CONST. OCC. GROUP OCC. LOAD FIRE ZONE USE ZONE AUTO SPRINKLERS REQ. VN R2 6R 2 M1 AYES ❑ No 1. Driveway 2. OK to 3. Roof 4. OK to 5. Wall- 6. Structure approach and pour footing sheathing enclose board complete and/ slope and /or and nailing framing nailing or OK to foundation OK OK occupy BLDG. AREA I CER THAT MET, OWNE s, BUILDING PERMIT DATE OF ISSUANCE JOB ADDRESS BUILDING USE COMMENTS: October 3. 1979 warehouse CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWI LA, WASHINGTON 98188 - 12634 Interurban Avenue South CLASS OF WORK MEW ❑ADDITION ❑REMODEL ❑REPAIR ❑OTHER (Specify) 1st FL. R / AGE 2nd FL. BASEMENT GARAGE DECK TIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT, THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE AND THAT I 'AM AN AUTHORIZED AGENT FOR THE PROJECT. MEZZANINE FEE DISTRIB. # OF STORES TOTAL S.F. 19,633 BUILDING PLAN RVW. DEMOLITION BOND OTHER TOTAL THESE INSPECTIONS ARE REQUIRED BY LAW FOR IN PEC QN 433 - BUILDING OFFFIICIA , CITY OF T K �.. . • n ... wow . . ..r . .. . w -.. Ave. 1— 11 •• 0 . 1 /'.. 1 A I to-,a 1 /\ 1 \ / /1 w I rI 1 II I 111 1 1 I /1 EXPIRES PERMIT NUMBER Building C January 30. 1980 VALUATION $ 196,330.0( 241.0( 157.0( $ 398.0( TYPE CONST. OCC. GROUP OCC. LOAD FIRE ZONE USE ZONE AUTO SPRINKLERS REQ. VN ti,;: 6 2 Ml "iYES p No_, O 1. Driveway approach and slope 2. OK to pour footing and/or foundation , , //4i.5, i /41 • ,. 3. Roof sheathing and nailing OK 0 II // ,,. ."4 'V / ' 4. OK to enclose framing 5. Wall- board nailing OK 6. Structure complete and/ or OK to occupy ,1 di /re , BUILDING PERMIT DATE OF ISSUANCE JOB ADDRESS LEGAL DESCR. OWNER ADDRESS CONTRACTOR ADDRESS LICENSE NO. BUILDING USE BLDG. AREA I CER THAT MET, OWNE COMMENTS: LOT NO, October 3. 7979 E. Carl ";chlewe ware.h6ustt,t BLOCK Traini1lf1 Crow Conwany 223-01-EC-10-1.1*M1 CLASS OF WORK 0 NEW 0 ADDITION DREMODEL 0 REPAIR DOTHER (Specify) EXPIRES 12628 - 12634 Intrurhan Avonue South TRACT 2130 Sand Hill Pod V(enlo Park CiNliCornia 1.024 ,'frth qst D4Irkli Portland Ori?(aon. SST NO. THESE INSPECTIONS ARE REQUIRED BY LAW PERMIT CITY OF TUKWILA NUMBER 6200 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 raii 1 ding C FOR I,N5PECTION CALL, 433-1.849 BUILDING OFFICIA CITY OF TUKWILA J,inuAry 3n. 11RO PHONE PHONE 1 tI SEE ATTACHED SHEET (41F , MA- ZIP ZIP 941V'.; !W) 234-66M 1st FL. 2nd FL. R / AGENT SIGNATURE BASEMENT GARAGE DECK TIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT, THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE AND THAT I AM AN AUTHORIZED AGENT FOR THE PROJECT. MEZZANINE FEE DISTRIB, # OF STORES TOTAL S.F. 19,633 BUILDING PLAN RVW. DEMOLITION BOND OTHER TOTAL VALUATION 396,330. 241. 398, LEGAL DESCR. LOT NO. s'. .4) SAO >'TZ Je + a W A4. BLOCK' ' - • TRACT ❑ SEE ATTACHED SHEET i OWNER ?'iC,4�M G,eb L✓ GO . "°"T ¢ /5) 8. s 5333 ADDRESS 2/B p S44eLD 1/i6L R.c, . /L/ENG 0 1°A/ /C e./G, zip 94. ) 2 s- ' CONTRACTOR E. C ..4 , eL 5e/-/ / /Al, PHONE .J�.�) 23 4 ,66,/4„ ADDRESS, /©z 4• 1/�, ["�AW/s Po/c7G�A/.a r GS,CEGO/V ZIP 9 • LICENSE NO 22 L3 _ , Ec. _ A t _ L1 SST NO. 4 / ,� O — a � ( `` - fT tocJ r . • 4,e, /46 4/6F a36 Kt_ BUILDING USE SpE C ti/, TENANT 4PPLICATION FOR * RMIT DATE JOB ADDRESS CLASS OF WORK EeNEW ❑ ADDITION BLDG. AREA r • , r. 9 `) BUILDING DEPARTME CITY of TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 433.1849 PERMIT NO. WHEN VALIDATED C- ❑ REMODEL ❑ REPAIR ❑ OTHER (Specify) C(4 eM1 OF 1 9 79 8 U ! L401NG DsM EXPIRES "' 1st F L. 2nd FL. BASEMENT GARAGE DECK MEZZANINE # OF STORES TOTAL S.F. NAME OF APPLICANT (PLEASE PRINT) /Aix //t/ /N 6- /A/C 0 / 4 4 ?, ADDRESS 28 AZ /4.J. / s ' - ? A \ . / . f ' D / - 7 " - AND, 'PHONE(563) 2 24 - 9 0 I CERTIFY THAT THE INFORMATION FURNISHED BY ME IS TRUE AND CORRECT AND THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE MET. " et (4-41., tH:r. SIGNA E OF APPLICA T DO NOT WRITE BELOW THIS LINE 5 • VALUATION . 1%33 . 116 330;, TYPE CONST. OCC. GROUP OCCLOAD FIRE ZONE ZONE AUTO SPRINKLERS REQ. / /' �� / U � SEE I 1 YES ❑ NO PLAN RVW. PLANS: SENT RETURNED APPROVED FEE DISTRIB. BUILDING ' I Li', FIRE DEPT. PLAN RVW. 1 5 . 7. n C) DEMOLITION _ PLANNING/ SEPA BOND 1 OTHER PUBLIC WKS. TOTAL 3? T. O O RECEIPT NO. COMMENTS: AP E OR INSURANC Y: �I(I4l 7 2 'eso 5 3 LiJ 1 5 PA 1 D A G 4 t'-). o f C O S 3, 3 °-v G 1 l; �. • 4PPLICATION FOR * RMIT DATE JOB ADDRESS CLASS OF WORK EeNEW ❑ ADDITION BLDG. AREA r • , r. 9 `) BUILDING DEPARTME CITY of TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 433.1849 PERMIT NO. WHEN VALIDATED C- ❑ REMODEL ❑ REPAIR ❑ OTHER (Specify) C(4 eM1 OF 1 9 79 8 U ! L401NG DsM EXPIRES "' 1st F L. 2nd FL. BASEMENT GARAGE DECK MEZZANINE # OF STORES TOTAL S.F. NAME OF APPLICANT (PLEASE PRINT) /Aix //t/ /N 6- /A/C 0 / 4 4 ?, ADDRESS 28 AZ /4.J. / s ' - ? A \ . / . f ' D / - 7 " - AND, 'PHONE(563) 2 24 - 9 0 I CERTIFY THAT THE INFORMATION FURNISHED BY ME IS TRUE AND CORRECT AND THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE MET. " et (4-41., tH:r. SIGNA E OF APPLICA T DO NOT WRITE BELOW THIS LINE 5 • VALUATION . 1%33 . 116 330;, Vir PARCEL A: IHAT PORTION OF C. C. LEWIS DONATION CLAIM NU. 37, SECTION 10, TOWNSHIP 2 NORTH, RANGE 4 EAST, N.M., IN KING COUNTY, WASHINGTON, MORE PARTICULARLY JESCRICiED AS FOLLOWS: COMMENCING AT A POINT WHICH BEARS NORTH 40 0 01 1 05" WEST A DISTANCE OF 920.15 FEET FRnM THE MONUMENT 'NUB' AT THE POINT OF INTERSECTION OF A CURVE ON THE CENTERLINE OF THE DUWAMISH RENTON JUNCTION ROAD, NO)rd PAVED, SAID POINT OF INTERSECTION BEING APPROXIMATELY 1,000 FEET EAST AND 20 FEE SOUTH OF THE QuARTER CORNER BETWEEN SECTIONS 14 AND 15, TOWNSHIP 23 N[1RTH, MANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE NORTH 49 °24 WEST ON A CURVE 153.00 FEET DISTANT FROM AND PARALLEL WITH THE CENTERLINE OF THE SAID DUWAMISH RENTON JUNCTION ROAD A DISTANCE OF 835.00 FEET TO A POINT WHICH BEARS NORTH 81°44/15" EAST A DISTANCE OF 199.17 FEET FROM A MONUMENT 1 HU3' AT THE END OF A COURSE ON THE CENTERLINE OF SAID DUWAMISH RENTON JUNCTION ROA'), SAID END OF CURVE BEING APPROXIMATELY 1200 FEET NORTH AND 440 FEET WEST OF THE QUARTER CORNER BETWEEN SECTIONS 14 AND 15; THENCE WORTH 49 °2.4' WEST A DISTANCE OF 2535.00 FEET; THENCE NORTH 9 °36' EAST A DISTANCE OF 52.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 82 °40'30" EAST A DISTANCE OF 590.00 FEET; THENCE NORTH 59 °22'30" EAST 4 DISTANCE OF 643.35 FEET; THENCE NORTH 1 0 51 1 30" WEST 4 DISTANCE OF 341 FEET, MORE OR LESS, TO THE LEFT BANK OF THE DUWAMISH RIVER, SAID LEFT BANK BEING ALSO THE NORTHERLY BOUNDARY OF C. C. LEWIS DONATION CLAIM; THENCE SOUTHWESTERLY ALONG THE LEFT BANK UF THE SAID DUWAMISH RIVER TO THE WESTERLY LINE OF THE TRACT HEREIN DESCRIBED; THENCE SOUTH 0 °38' EAST A DISTANCE OF 159 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. PARCEL B: AN UNDIVIDED 1/2 INTEREST IN A STRIP OF LAND 16 FEET IN WIDTH, PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT IN THE C. C. LEWIS DONATION CLAIM NO. 37, SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.• IN KING COUNTY, WASHINGTON, WHICH BEARS NORTH 40 °01' 05" WEST A DISTANCE OF 920.15 FEET FROM THE MONUMENT 'HUB' AT THE POINT OF INTERSECTION OF A CURVE ON THE CENTERLINE OF THE DUWAMISH RENTUN JUNCTION ROAD, NOW PAVED, SAID POINT OF INTERSECTION BEING APPROXIMATELY 1.000 FEET EAST AND 20 FEET SOUTH'OF THE QUARTER CORNER BETWEEN SECTIONS 14 AND 15,'TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE NORTH 49 °24' WEST ON A LINE 150.03 FEET DISTANT FROM AND PARALLEL WITH THE CENTERLINE OF THE SAID DUWAMISH RENTON JUNCTION ROAD, A DISTANCE OF 835.00 FEET TO A POINT WHICH BEARS NORTH 81 °44'15" EAST A DISTANCE OF 199.17 FEET FROM A MONUMENT 'HUB' AT THE END OF A COURSE ON THE CENTERLINE OF SAID DUWAMISH RENTON JUNCTION RCl4'J, SAID END UF CURVE BEING APPROXIMATELY 1200 FEET NORTH AND 440 FEET .'EST OF THE QUARTER CORNER BETWEEN' SECTIONS 14 AND 15; THENCE NORTH 49 °24' WEST A DISTANCE OF 2535.00 FEET; THENCE NORTH 9 °36'' EAST A DISTANCE OF 52.00 FEET; THENCE NORTH 0 °38' WEST 16.155 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 0 °38' EAST 16.155 FEET; THENCE NORTH 82 °40'30" WEST 117497 FEET TO THE EASTERLY RIGHT —UF —WAY LINE OF THE PUGET SOUND A- 217455 PAGE 2 ELECTRIC RAILWAY; THENCE NORTHWESTERLY ALONG SAIO MARGIN OF THE RIGHT -JF -WAY A DISTANCE OF 213 FEET; THENCE NORTHEASTERLY, RADIALLY FROM THE SAID EASTERLY RIGHT -OF -WAY LINE, A DISTANCE OF 16 FEET; THENCE SOUTHEASTERLY CONCENTRIC WITH ANU PARALLEL TO SAID EASTERLY RIGHT -OF -WAY LINE TO A POINT WHICH BEARS NORTH 82 °40 WEST FROM THE POINT OF BEGINNING; THENCE SOUTH 82 °40•30" EAST TO THE POINT OF BEGINNING. PARCEL C: TRACT 47, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 10 OF PLATS, . PAGE 74, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF, IF ANY, LYING WITHIN THE 16 FOOT STRIP OF LAND DESCRIBED ABOVE AS PARCEL d. PARCEL D: THAT PORTION OF THE C. C. LEWIS DONATION LAND CLAIM N']. 37, LYING 'EASTERLY OF TRACT 47, RIVERSIDE.INTERURBAN TRACTS, DESCRIBED AS PARCEL C ABOVE, AND LYING NORTHERLY OF THE NUI THERLY LINE OF A 16: FOOT STRIP OF 'LAN() OESCRIBED.AS PARCEL B, ABOVE.,.AND LYING WESTERLY OF THE WESTERLY'LIN OF THE TRACT OF LAND DESCRIBED AS PARCEL A, ABOVE * F. Nov .,,' 4 �.YY p.t WAL; ___ :M� i 1.1 1-I pts.�ftS "T. zl ' DRAWS B CHE CEO 'Si esz 6RA'd MOS ARE _ THE': •PROPaRTY Or.MA- CKENXtE £t�NG - ;,. 4riitttEPO "35- INCORPORATED: �+iSO: Ate D A.; L . T.o 113,E .. 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OR C PSI AN ZE.`..D , ■ IfflPtcv . .,,,ur. • ., - 5 D, c ALV CZ, LADDE CA OUT- ( 4 ) 9 P.) -__ MANHOLE OR T's( n. C.5. WALL NTROL_ QUILLLD:E�4 L NO SCALE ..w,•Y , �L� ' R IN CA AND COV .R r • • • ti E7 • 1 J .7 _...._,, 4 4 'TYPE .0 RIM EL.= 2.4.0 1. tA 17.58 2A ") 1.E.. =17.38 Cie") £Qyr:Row L . , ATE! :T1 HT• CLEAN -OUT COTE GAUGE. .51.1D E. CHAIN N ZOO" CAPACITY SLACK , VY H :N COTE. 15 DOWN. \ .LD CHAIN TO C.5. FRAME. _::�. ---- R 5T RI CTO PLAT t. Vv/ ORIFICE. — DIA -4 1.24 MN. COMP DEPTH . ASPHALT LT ;C. NC . PAVING 1) ' MIN. COMP D ID 5U ''AC I N BASF. . COuR5E ALTER4AT : 311 A3PrIA ' - TREATED J cirocle. Po i- r Impoon... «9 scxi Ffi MAJh ST.. SEATTLE :, WASHiiNGTON ES Joyce/ Nordfors&ASSOCia 1 ir� ■rP . : H fl • �rrrrw++��rr��r� wrwrrr• l h I +.r' • 4J, 1 . �• a • • l u�c', i.M,rf�y.r'r�:. t:.',��y � ,,..�..,... _ .:.�'a . 'i�..'t. ^�'.r�. 'n'x.9�� ".'ii, �.C.�,'r"A."�,��+ • • .�..... .,, ...s,*e.,u.....• w.w..:,. .... ... 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E 1x� I4G STEEL T E E r,riec 17S-25, GRACE 60, Iv LY h.:)TED HALL r REMENTS RL TO FA,$.I.CATIO'i 1y ON rr„ e t U L ^ 8 AJJJACPIT FIE UNL FOLLOWS: ^ T Erti UNFORMED SURFACES, EARTH FACE .r:-5 IN DIRECT COF ;TACT . 4I TH S A!iO URFACES EXPOSED TO EATHER. . ( I,°•4TERIOR FACE) . . . . . . r, r r- I f 14 :tl PROVIDE T.; O c shown-f. °tile r wjse on the ans) Off- . ThE. DRAWINGS, - S T R U 3v T •" ' � !" { T EEL � � F �i Z - � F • j � AND r A f'� y r., r .� y .� ^' � + ` � ... r ` j S •� __L FA3R1 CA I w O� A N ERECTION 5 Az L -3E S�PERx I•SED •1 ACCORDANCE -t ri 1 ..h R _ ! E Y T - T E -,r - A D .derILD gG CEP SHALL BE FURN SsiED ITH CGPIES OF ALL TEST'RESULTS. TEST ROOF TRUSSES AND GLUED LAMI ATED MEMBEuS S ALL BE 5U MITTED • TriESE . ITEMS. 7 r S: .EN H OF f f �- - 3, OCO PSI. THE MIX SifALL CONTA,I N N Tn. _" -3/4 GALLONS 5 OF hr'•;TEk P.ER SACK OF CEMENT.' 60,f, PSI_ EXy EPTIONc. DA01 NGS SHALL BE GRADE 1%..0 t r �- a. t ti iiELDED wi S P E C I F I C A T I O N S jt ,• . T• • AT ALL MESH C r- -'�t 74- L THE C TO BF rITLC BENT. fy 4J I^. , ✓ i r, J ,. ^i' �Lf I ki? ERSEOT JO: S. if t V L L i i ..:7 r s' n Z J SPECIFICALLY SO J -TAILED OR Fr .Oti)EE 3Y J t3.__4 3 PLAT .., � ___...: j : 1 D SHAPES, H f CONFORM T O f 1 M 'j S� TUBING � � � L� r �, � 1 � � I'i �� �J �� 1.r t � _� 1.i .� 1 1 r1 � � 1 l,J !l � r T • ! -1 A36, F � .J � � .J � e STEEL `1 I , ' . . . . . . • . . , .. �. -, B S SHALL CONFORM TO A . S . T , M . A307. «r --' -- .•� y _.,. !" ";41 ERE „ f' , TION SHALL BE BASED ON THE A I S C "SPECIFICATI FO tr, ; � _ SHALL FOR THE :DES rG'1 , FABRICATION AL ; .; .,..., a ITIlAINGS 7 ” LATEST EDITION, PLUS ALL REFERENCED CODES. 171. 4t 44 uLt:S . +iSE ; CXX s 4.24 �iy,t,�, V J • 3 !';Q '"�i� .�"' SkiAiLL r- r .► pc ti O T' E . rR 0 ! S - - • y r � -R- , r P REF nRI'CFi v r TU — SA A CI. NEcESSA y BR flF R VAL s:3 t • J�Jt�2! SUBMITTALS ER A iE T AND TE -► ( @@, " • r ^r WA p., Sn k : R S AND 1' - A PRAW'i S• D DES! r -r r• ' r * { , x r_ R T O s. r^r,J R s �. A: r.,r N SHPL EE.A.R �3 LL '" TEST e ^ '" C ar - Li ELEC. F.GC'F SHEATHING . FLOOR SHEATHING. .,. PLANS. :. •� v ar i s 4 '! r r+ ;i Y oiltrt 3' rC t ^ " r r•.. r -r' x e. t r ' r` • r : n r • 'FABRICATE T r,,t +*a a T r r r ^r r • ,. D c S ALL % eAS r' 4 r IN rrINFOR r ,_ , • - EE � r -u E XTER IO? S T u TuRAL PANEL I-0 6 / 1 . a • '.? . �J • 2,400 P.S SIRES r '\ -� z f; r LOAD / J!r F _T`O a AL. LOAD REGI STEM EI PROFESS LLED IN C NATURE : O F NC 41"1:4 rl NL • 0 r,E.it FIR r +, op • STA\z.i AR !ri j✓ ^V • r t r. .^ _C6 . F ' Ah 9 • I` ALL' U � ,.i� �. 3 C MS TO F ;2 R T • y . I i• 4 i v' ♦ t 'S Sf E SPECIFICATIONS. Alt i E Ak u f 1 ''' 1 r _, 7 4 U r L , AT SHEET EDGE; 12' 0.c. AT INTEPMEDI• TE BEARING 0.c. AT SHEET EDGES AT INTERMEDIATE ARINGS • r « fl ,te r �'•• ra l n �, ,. r rt � r DER. a rt EL) BY CE • T r r ? / • r .•^ r r t .. ` T1.1a i� y Lii 4 1.2. "7 .• i t7 NE IVE PLUS 'DEAD OF 40 PS. 0 ■•riL 9 r e 1 " j ' ) ,. T x R .. FA. tEL I .O. INDEX 3 r RCS SPEC' FIC'.ATI G' S. . t _ ' T t^, , O J F Crop: S H ter. A T H x '4 5 �• 1'► r PCP I' f' {G ,rMBEPS AS FJLLO4S U ±it_EC OTHFrc 1I E • O OR RC 1 a — ! ti t2 49 Pr 7 S • F SEATTLEATFIR NATIO NAL BAN • • • -Jones Associate's • r, t: ; , • • rpro f rrr , '. ^ - rw • M- w '.r" x' '...1'. • � T • t, .c c .; i�r. 1 � , ., „ w Mr J wro 210 To O,ee, • w rr +"r • g «. ° :ar; � • r r •� • t: �'• J t 4.d. s3m t ' .r .r4 C �rz •" rp�i T "i. :c R,j C E iris : on e 3 ,JC PSF it ay TO EREC uay by Eart,6 Consul STRii S Of SON r; ,.. n; PRf wow \INF ED pl1 Tai T1 L ED ST LCTURAL FILL. r' I U1 Mu► a J.�a4 3F THE ' i4 f , �. E ;`., P OF T AE LNIFORM SJILuls %G MET it DS t rC ` Q ES ed April 5, 1919 r let rt M .i 5.- AR: NOT. .SPECIFICALLY D1•C TED TRJCT - "jar SALL B USED, SUBJECT TO r E V 1 E " ELO ERECTEL S ;A4 L' BE SUPERVISED BY THE . A I ACCO D NCE xTH 1NSTRUCT.IO 5 PREPARED pH DT COD OR • ... ,. ✓w,nr .wyy. .. rr• .c+wrrdcw.,- a'+i'-�- ,::�.r,.': • Ratti Fc sssttiAssociates STP ucTuti* EWER'S , Ben jdn S. Notkin & Associates Spn & Associates m ' ELECTRICAL ENG44EERS • J) • .+^,.. *w .r...... — :-; s■•r s ......fix r• tsa , A. • PL0 ; . 1/...1/ li e, ai vi ; { , .l or° 6,✓ akin 4%1/4 .At ....12 . • I2 " p, LIB. ism F•1 twirl ‘m.) ft* ( LJ4 rit.ri'6040 , • irst E TTL5I,I NATIONAL • • a• t . r " 0 .J 47 ' y + ' 1 4 V F 4 1 t rot . .. W. • id• 4 ,+. s.....,..n........ ." .�.� .r,...... ,...�. '4.41•0110110010Q0440014010wrw+lq010.~. s.� A • 4 • rrorrwrerr • evetp-t pio‘-k..ke ?tot. Auhp41,..i;L:. ,� 4 6o/00. 1-17 at 50 ve•terr, ietoi '''.0111 AAT-10:6", e ,d2 l fr;1 f;" 44 1,0 44 Py 4•4t4 $40441 • — owerriarrrr r* Nor +... 43,0. oaPit 10,tioet . • to • • Joyce/ rd . fors f . 119 SOUTH MAIN MT...1SEATT'LE, WASHINGTON Ratti/Fossetti Msodat0 STAMTIJRAL ENGINEERS Elen .yn`f! 1 I1/��S.�Nr otk n & Associat rits Spading & Associates ELECTRICAL Eri s Jones Asiat'e rw� OVINEEAS . ThOrnaS 1. Berger & Associates LANDSCAPE ASI4CIVECTS - V ISKYNtS • tttm . . .. tail._.. -:. • \ t :x • - .. • • AsEoeia1e r^+r 98104 ;' PHONE: (206) 624.3818 n }, `rP4.ia.. N O ALE AA 14CWD ATE IsJ::JUN 19 ii ri A .� • • 7 [7 • IRIS fed 044 Papa "7. iov - "rizuge 1—ises# rw�....w it tit 14/ 02.'• Vtio... It ei? at, t'4oI "2 re riZU cr,01/0fi• 17 '/' " ''1„►i • • A " PD 6000-cT. pg-e--karc-r..e07 '►� (Poff /ems '42 ,;/Z Y. •• A ,e 0 a 1 9er Ls• 4 • ' ; ra, N poesirr r te ' .. e7a4zish.ri 1,4/ ' I r2.0" ATTL Ano sr ...:J:«...� .a. .T 'ura:rrn. • t. '. J • I 9810 PHONE: ONE : ( 624 -- - ._ . at$ "`�3i.1'Z`hS MAIN fi'T'., SE.10.TfiLE. WASHING : 10N �'Mii1,/�f • tin & Associates w ECHANIC:s L IE Sperlinii.& Associates an.rtcracot& r remvrtts • Jones Associate" , & Associate* LMICESCAPE I — '2__ - . � --' _-Y� { x� •' Y . 1 •'x.y- .K•. ;; /�. - - . lam .... s - : f r �. `+c. -w ° St � y• � ' T'.ei n-4 �3 xFt:V}4 ±s�rStY;. •' .- x.q.., . 'c is - " �. � •. -,.,. • '■� - -- +lr- - _ _ , - _ - _ 7,..x.1% " - :. - �''� -= """'n�°"" °--�� . �' - _ - tiL•�, - rv •�u;R,; '%.""•e^ . s 4 ,: -►-' ',b._3.,,- • _ __ .�-_^_•.- i+ - 4T _ ..+.� tc'4 ..-•. . t • - " • i Ale r.+ ' .ry • it }tssiw • r;. ...mil_ v:,.nex .=+rlC•�+.sr wsrs5 {ita+xraaFp+la::rw. . - t u.i.._•+ar...N.te =.. w1 • sr+..+ i+ �e�. ava,. s. h+ e►, ew+►.+ 1++• s.+ rrsis�� +r+.W.i.i+w•�lv+ V. .- r H is wu:.a- i ti t� +r - >t 1 ; ..`s: ''sa"' ‘ ""V.I' i ,) ∎66 `'.`iihF4. . •r- ,e 4,:i i.r4 vi3i;% As1d . 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Fna17.:e3 aked . enamel 3 O° def Iectic't, pacing .'� Gib: t! 1 n 1/3 HP, 11V6O /1, bronze & pi.a> tic fit :ted, 1 -1/4" discharge, iiutomatic level cantr)!s - 4 iI CoN`r', 2_ Ttr•l C� f B---1 C.FJ Cr ,It ''�`' 1GI� COW C. PAD Ymr+1 -. s::1 .Water Closet Seat . r lush .Ta t Ve Lavatory Sail Hydrant loo . Dra fioof. Drain Aii.. ss. ti.£"t. 2477.016 .Church Aii Std. 0476.028 Am:, Std.: ')379.01e, PLUM aiu FIXTURE :'$C HE OULE Sj:oan 1IQ Royal J. R. Smith 5510 -V3 J. r ;. Sin i to 2010 J. R. Smith 010- -C • y D = SCRIPTION wall hung, vitx:eo•u china, 1-1/2" . top . spue e io gat,ed; bowl. Solid plastic operi fr9pt Countertop, vitreous china, self rimming, centers. 44•144.44i4r..414' Pronze box w chrome plated face, non-freeze wall IGoy., vacuum brea .er 3/4" . inlet. L uco cast iron bo y„ flashing collar, round top, nickel .+rc nze, adlu$tabI2 . er head. Duco c.ast. iron body, fcrtif iex dorm, under-- Qeck clasp, 3" connect ion. 1 ? .. .. 1..— LEGEND • -4 . _ .mr. • S or W SZ� V VTR RD FIB ABB A'.'i S S ., DESCRIPTION SANITARY SEWER' STORM . SEWER_ P JUMBINC FIXTURE SYI4 DOMESTIC COLD WATER DOMESTIC HOT WATER SOIL ,or WASTE', 3UPIEL' RAINLEADER -VEN VENT THROUGH ROOF FLOOR 6RA IN ROOF DRAIN HOSE EIBB • MEC }I NICAE EQUIPMEN.x SYMBOL • L . • • '3.1) Itixt C.C) KIT D. I ha C. F�AI €e() � J i l `r 1 , ` '10'4 10 A:k,t PLENUM 4 MA IAl.. a h . DAM PS1 c',1*".(P) L 'a `T w . I OC.O C F. r't *I "G +:ICJ ;fJ�I Jc:u -'1 o. 12 6.`5.A ITAk_E ,..._. F QOF CAA P ;;tea..•': :itt46kafI1 . urn - RD 11S;; SouTf4' MAIN . ST . ; SEATTLE ' WASHINGTON q8iciti. Ratti.''Fossatti Associates �SYR�J� fUf L HERS ; Bertja in+ S, Notk i & Associates, ME4`Mlt1V�!CAL ENG14E�;R'ri $EA TTLE4;i NAT/ L E �rntiyl 4..r^u a�i ti i • • >% '1s1•• r I + .L t i t tA 1 i..':t AV ^ aii'F r. T .:, z.�8' c!. t,.•� 1 • Joyce. Nordfors&Assdciate Ratti : Fossatti Associates . aTROCI'VAAL. ENGINEERS Benjarnin. S. N tkirt 8 Associates I4iECNAN►G 4 ENGINFEp!S .: &.Associates tucTRicAL EPK;NEERS, ,tones Associates E,gGsl t thorium t; Berger & AsuociateS LANDSCAPE A1#C1'tlt'EC �:• • tur i,lf! ±tit'', r•' • { I0 0 •11/.)r1.n.rr v 1 I( trwL :( ; • r ... +.� a��. SE.4TTLE.FdR ATICdIOdAL BA/9f, fi • r