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HomeMy WebLinkAboutPermit 1782 - Trammel Crow Company - Building ALEGAL )ESCR. LOT NO, BLOCK TRACT Kl SEE ATTACHED SHEET OWNER Trammell Crow Company PHONE (415) 854 -5333 ADDRESS 2180 Snad Hill Road Menlo Park, California ZIP 94025 CONTRACTOR E. Carl Schiewe PHONE (503) 234 -6616 ADDRESS 1024 Northeast Davis Portland, Oregon ZIP 97232 LICENSE NO. 223- 01- EC -AR -LI *236KL SST NO. A600- 221 -571 TYPE CONST. OCC. GROUP OCC. LOAD FIRE ZONE USE ZONE AUTO SPRINKLERS REQ. VN B2 135. 2 M1 YES ONO 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 BUILDING PERMIT DATE OF ISSUANCE JOB ADDRESS October 3, 1979 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 EXPIRES 600 - 12608 Interurban Avenue South PERMIT NUMBER Building A January 30, 1980 I 1g BUILDING USE Warehouse CLASS OF WORK XNEW 0 ADDITION ❑ REMODEL ❑ REPAIR ❑ OTHER (Specify) 1st FL. 2nd FL. I ATURE BASEMENT GARAGE TIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT, THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE AND THAT I AM AN AUT-IORIZED AGENT FOR THE PROJECT. MEZZANINE FEE DISTRIB. # OF STORES TOTAL S.F. 40,500 BUILDING PLAN RVW. DEMOLITION BOND OTHER TOTAL 339.00 BLDG. AREA I CER THAT MET, NE COMMENTS: THESE INSPECTIONS ARE REQUIRED BY LAW FOR IINNSPE tpN CALL 403-18 oCIL BUILDING OFFICI L, C OF _IL IL DECK -.- 11 • -' r, r r , w w r at w • /1-... r` r- in /1 /1 - r- r■ n P1 w 1 n P1 1 P\ 1 11-.1 1 P• 1 \/ P1 B 1 r1 1 1 1 1 r1 I H I P1 VALUATION $ 405,000.00 522.00 861.00 LEGAL DESCR, LOT NO. BLOCK TRACT I,6 SEE ATTACHED SHEET OWNER Trammpll Crow Conioanv PHONE (4151 854-5331 ADDRESS 2130 Snad Hill Road Menlo Park. California ZIP 94025 CONTRACTOR E. Carl Schiewe PHONE (503) 234-6616 ADDRESS 1024 Northeast Davis Portland, Oregon ZIP 97232 LICENSE NO, 223-01-EC•AR-L1 *236KL SST NO, A600-221-571 TYPE CONST. OCC. GROUP OCC. LOAD FIRE ZONE USE ZONE AUTO SPRINKLERS REQ, VII B2 135' 2 Mi ti YES ONO 1, Driveway approach and slope 2. OK to pour footing and/or foundation A i,,,„ /40/190 I A I I 3. Roof sheathing and nailing OK . . 11 , ..,"/ r 7 i ili .4 ' ' Ap, K to / enclose C framing 5. Wall- board nailing OK 6 S iVu re 1 iii-(745 c i mple and/ 1 occupy or OK to J O BUILDING PERMIT DATE OF ISSUANCE JOB ADDRESS BUILDING USE BLDG. AREA I CER THAT MET, OWNE „1. r:- COMMENTS: October 3, 1979 Warehouse CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWI LA, WASHINGTON 98188 EXPIRES 2600 12t508 Interurban Avenue South CLASS OF WORK t 0 ADDITION 0 REMODEL 0 REPAIR 0 OTHER (Specify) 1st FL, 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. ''‘, •:/ '41) .`;?,(-1(.%Wsinf R / AGENT SIGNATURE 2nd FL. • BASEMENT GARAGE DECK MEZZANINE FEE DISTRIB. # OF STORES TOTAL S.F. 40,500 BUILDING PLAN RVW. DEMOLITION BOND OTHER TOTAL THESE INSPECTIONS ARE REQUIRED BY LAW FOR INSPECTION CALL 433-1 • . • BUILDING OFFICIAL, CITY OF TUKWILA PERMIT • NUMBER Building A January 30, 1980 • • ..•••• •••• ■••••■ •• • dm. As ..•••■ on. ••••■ A A A ••••■ IP" A. a 0 AMAI 110111101I ■I 011k1 r111 I I I 11111\101 VALUATION $ 405,000„ B22 N 319 01 I -7 DATE O O . , PERMIT NO. WHEN VALIDATED EXPIRES JOB ADDRESS . 1 - . 6 a 0 -- a 6 . 08' " i.,+e cll._ S b et.t.E 5.a .• . LEGAL DESCR. LOT NO. s ' - 4 , 5 /0,7Z31BLOCK' g �G Lv. M. I USE ZONE TRACT ❑ SEE ATTACHE SHEET OWNER ? re.4NIMEGL. G , E ' b , � i ✓ �6. PHONE( ¢ /S) 6 s4. 5333 ADDRESS 2//3 0 Si.et/kL:• f7//G2.. Ra . / -./- we. o PA. /e rC c4eJF. ZIP 94- 02 6 CONTRACTOR E.' �44P1,,, sG,/-ir/EA./ PHONE �s) 234 .6.6OK„ ADDRESS, /©a q- /v Z)AV /S PO/\ 7 - e-A /K/ 6.CE6 ZIP 97'32 LICENSE NO :2 :z 3 _ c I _ E c - _ ,Q _ LT SST NO. g 600 - as BUILDING USE SAD� • y✓ACEA�o a36 KC- TENANT CLASS OF WORK • . ECNEW ❑ ADDITION ❑ REMODEL ❑ REPAIR ❑ OTHER (Specify) BLDG. AREA 1st FL. 2nd FL. BASEMENT GARAGE DECK MEZZANINE # OF STORES TOTAL S.F. • VALUATION PLANNING/ SEPA ' BOND OTHER , L 7 1 0576 - 0 /v5,6OO, NAME OF APPLICANT (PLEASE PRINT)/AiAGk,/=,A , ,ENC //VE•G/ , e , //\l G /NGOref'a,<A7 ADDRESS 0E35 O Nw. 5/ S'T ^‘,./, . f o/e7ZAN Lam'. PHONEC56 ) 2 - 95(6 /. TOTAL 8 6 . i • 0Q I CERTIFY THAT THE INFORMATION FURNISHED BY ME IS TRUE AND CORRECT AND THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE MET. PI A Itte 4 CAV /H ' SIGNAb Efi OF APPLICA T . V APPLICATION FOR ' RMIT 9`) 4 13UILDING DEPARTM[ ti CITY of TUKWI LA 6200 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 433 -1849 'T3 DO NOT WRITE BELOW THIS LINE 1.35 TYPE CONST. OCC. GROUP , OCC FIRE ZONE USE ZONE AUTO SPRINKLERS REQ. T/ ./ 3 ' f '( j RYES ❑ NO PLAN RVW. PLANS: SENT RETURNED APPROVED FEE DISTRIB. BUILDING ' ' ` .5 G Q__ FIRE DEPT. PLAN RVW. ;3 3� , d0 DEMOLITION PLANNING/ SEPA ' BOND OTHER PUBLIC WKS. /. TOTAL 8 6 . i • 0Q RECEIPT NO. COMMENTS: APPRO E OR t INSURANCE Y: p 3• ° 1 ��« 9 2 659 3 C �' � PAID I oct c� 4 ! �i r---- ----- r, • APPLICATION FOR ' RMIT 9`) 4 13UILDING DEPARTM[ ti CITY of TUKWI LA 6200 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 433 -1849 'T3 DO NOT WRITE BELOW THIS LINE 1.35 PARCEL A: PARCEL B: IHAT PORTION OF C. C. LEWIS DONATION CLAIM NU. 37, SECTION 10, TOWNSHIP 2 NORIH, RANGE 4 EAST, N.M., IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT WHICH BEARS NORTH 40 0 01 1 05" 'WEST A DISTANCE OF 920.15 FEET FRfM THE MONUMENT 'HUB' AT THE POINT OF INTERSECTION OF A CURVE ON THE CENTERLINE OF THE DUWAMISH RENTON JUNCTION ROAD, NOW PAVED, SAID POINT OF INTERSECTION BEING APPROXIMATELY 1,000 FEET EAST AND 20 FEE SOUTH f1F THE QUARTER CORNER BETWEEN SECTIONS 14 AND 15, TOWNSHIP 23 Nl1RTH, RANGE 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 'HU3' AT THE ENO OF A COURSE ON THE CENTERLINE OF SAID DUWAMISH RENTON JUNCTION ROAD, SAID END OF CURVE BEING APPROXIMATELY 1200 FEET NORTH AND 440 FEET WEST OF THE QUARTER CORNER BETWEEN SECTIONS 14 AND 15; THENCE NORTH 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 °51'30" WEST A 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 OF THE SAID DUWAMISH RIVER TO TN( 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. 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 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 150.00 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 'HUB' AT THE END OF A COURSE ON THE CENTERLINE OF SAID DUWAMISH RENTON JUNCTION ROAD, SAID END OF CURVE BEING 4PPROXIMATELY 1200 FEET NORTH AND 440 FEET WEST 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 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" ,EST 117..97 FEET TO THE EASTERLY RIGHT -OF -WAY LINE OF THE PUGET SOUND A- 217455 PAGE 2 ELECTRIC RAILWAY; THENCE NORTHWESTERLY ALONG SAID. MARGIN OF THE RIGHT-OF-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°30" WEST FROM THE POINT OF BEGINNING; THENCE SOUTH 82 °40°30" EAST TO THE POINT OF BEGINNING. PARCEL C: 'TRACT. 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 B. 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 NORTHERLY "LINE OF A FOOT STRIP OF LAND DESCRIBED AS PARCEL B, ABOVE, AND LYING, WESTERLY. OF THE. WESTERLY'LI.N! OF THE TRACT, OF LAND DESCRIBED AS PARCEL A, ABOVE . * F. 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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