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HomeMy WebLinkAboutPermit B95-0367 - DESIGN IMPORTS INDIA - WALLS AND CEILINGS - City of Tukwila . (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95 -0367 Status: ISSUED Type: B -BLDG Issued: 12/08/1995 Category: ACOM Expires: 06/05/1996 Address: 6750 S 180 ST a Location: Parcel #: 352304 -9095 Zoning: CM Type Const: III -N Type of Occupancy: OFFICE Gas /Elec: Wetlands: Slopes: N Water: TUKWILA Sewer: TUKWILA Contractor License No.: ROYEDC *251BZ TENANT DESIGN IMPORTS INDIA 6750 S 180 ST, TUKWILA, ..WA.98188 OWNER TRI -LAND CORPORATION 1325 4TH AVE SUITE #1940, SEATTLE WA 98101 CONTRACTOR ROY E. DUNHAM COMPANY Phone: 206 885 -2272 P.O. BOX 199, REDMOND, WA 98073 CONTACT ROYCE A. BERG ' - 'Phone: 206 583 -8030 1201. FOURTH AVENUE S #102, SEATTLE, WA 98134 *******************• k***** k*** kk******* k********* *** *** **** *** *k *** *** * *** Permit Description " INSTALL NEW TENANT WALLS AND CEILINGS IN OLD AND NEW OFFICE AREAS. CUT NEW' WINDOWS IN CONCRETE ,. ' PANELS. SETBACKS Units: ''.001 ,Front: .0 Back:' Buildings: 001 Left; .,0.. Right: 0'' Fire P1- otectioh. ''SPRINKLERED ' S. UBC Edition :' 1994 Valuation: 206,000.00 Total Permit Fee: 2,.293.46 ******* 1yn / * * * * * * * * * ** * * * * * * * * * * * * ***************** * * * * * * * * * * * * * * * * ** * * * * ** * ** Permit Center Authorized Signature , Date.. I hereby . certify that I have read and examined this `'permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not The granting of.this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance"' of <work. ,I am authorized to sign for and obtain this bu' : ng, permit. tt S i nature � �1r� Date Print Name ,2 1 _ A ? " / T i t l e : r L1 I! I This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. . i CITY OF TUKWI J �43 g Department of Community Development -- Permit Center 1 0. 0 � � ; ii 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 1908 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK PROJECT NAME NUMBER P.Q‘ �• 11 IC 89'1 D Q� SITE ADDRESS [ � 1 0. 6 1 T; ` _ SUITE NO, INSTRUCTIONS TO STAFF ` - - r • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. a • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. �. �DATfw DEPARTMENT ! DATE IN • . / COMMENTS . .: APPROVE ,:... BUILDING - NSULTANT: Date Sent - Date Approved - el -q5 ti 2� is initial review tRO EDX / FIRE PROTECTION: ► Sprinklers `$ Detectors • N/A FIRE (. -zi, � IC " L ) FIRE DEPT. LETTER DATED: / ; INSPECTOR: I IT N -, O PLANNING ZONING: BAR/LAND USE CONDITIONS? Yes 1 No A rk, REFERENCE FILE NOS.: �G� INIT: MINIMUM SETBACKS: N- S- E- W- KJ PUBLIC I Z p c /9 UTILITY PERMITS REQUIRED? • Yes No PUBLIC WORKS LETTER DATED: WORKS INIT: JJS • O OTHER INIT: _ BUILDING - I-a 1 Cti— - TYYPPE � OFCONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): final review INIT: /(__ --J 6 OYes O No p BUILDING I;17/ 1,5 OFFICIAL 1Z- 17 c K INIT: _,1 ' REVIEW COMPLETED AMOUNT CONTACTED �� OWING: DATE NOTIFIED ^ Q' Q BY: t...._e 1 �� D� i (init.) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: 4-4C{ t. (init.) 01/08193 1 BUILDIItG PERMIT APPLICATION CITY OF TUKW/LA Department of Community Development - Building Division 6300 Southconter Boulevard, Tukwila WA 98188 206 431-3670 .,.. DESCRIPTION.....:. AMOUNT ' RCPT. # DATE BUILDING PERMIT FEE '0%. PLAN CHECK PLAN CHECK FEE co ['"7 NUMBER .696- OJ LO ' BUILDING SURCHARGE L(: •S'"0 APPLICATION MUST BE OTHER. . FILLED . OUT COMPLETELY TOTAL Itn ,.. SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ 6750 SOUTH 180th ST ± $200,000 PROJECT NAME/TENANT ASSESSOR ACCOUNT # 1 1 101: I i 352304 -9095 TYPE OF • New Building • Addition 1T Tenant Improvement (commercial) Li Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: . DESCRIBE WORK TO BE DONE: INSTALL NEW TENANT WALLS AND CEILINGS IN OLD AND NEW OFFICE AREAS. CUT NEW WINDOWS IN CONCRETE PANELS BUILDING USE (office, warehouse, etc.) • OFFICE / WAREHOUSE NATURE OF BUSINESS: ''I! 1 1 .!_.• 11 ..I WILL THERE BE A CHANGE IN USE? 1 No • Yes If Yes, now building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 50,195 Tenant Space: 50,195 Area of Construction: 7407 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? Q)(No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: (a Sprinklers ❑ Automatic Fire Alarm System _ - PROPERTY OWNER TRI -LAND CORPORATION PHONE 206- 624 -4494 ADDRESS 1325 FOURTH AVE. , SUITE 1940, SEATTLE, WA ZIP 98101 -2510 CONTRACTOR ROY DUNHAM COMPANY PHONE 206- 885 -2272 ADDRESS _P.O. BOX 199, REDMOND, WA ZIP 98073 WA. ST. CONTRACTOR'S LICENSE # ROYEDC *25162 EXP. DATE 1 -1 -96 ARCHITECT CPN ARCHITECTS & PLANNERS / ROYCE A. BERG PHONE 206 -583 -8030 ADDRESS 1201 FOURTH AVENUE SOUTH, SUITE 102, SEATTLE, WA ZIP 98134 : I : PP ,L T ND.:! O. :THE: A E TO> < >> :!> l; MEREBY.:CERTIF:Y : 'fHA'P I H AYE ' = AD AND.EXAMIN O : S..A .:.. iCA ION A ... KN, . : W :::: ,a M : , : :: , :.: :::: : :,.;.: • :.81�: AND.;1'. „r., IZEt3.:T O; APPL. Y, 1rOR ;Tt�IS..:P;>»RMIT ;. .<;<;: �;.,>.::::: :;:::: >:: < >:.;;:::::<:: »: <: BUILDING OWNER SIGNATURE if , DATE f0 il 15 OR PRINT NAME PHONE AUTHORIZED RO CE A. BER / LPN ARCHITECTS 206- 583 -8030 AGENT ADDRESS 1201 FOURTH AVENUE SOUTH, SUITE 102 CITY/ZIP SEATTLE 9811)34 CONTACT PERSON ROYCE A. BERG _ PHONE 206 -583 -8030 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the appliicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 ,. days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES I� •3\. qc L( 3 c to 0,, .11 SU MITTi4L CHECKLIST ... . . . . ........„............. .,...........,.... . :,. . ..,......,........,::„..„....„,:::,::„....„.„,,,,..,:,::.,,,,,,,,,,::::::::,,..: COMMERCIAL NEW COMMERCIAL BUILD /ADDITIONS COMMERCIAL TENANT IMPFiOVEME ❑Completed buildin ermit a plicabon (one tor eac structu Comp leted bultctin9 Permit app lic a don ( one for e s tNCture or tip P ) ❑ m nant ❑ A sse s so r Acc ount Nu mb er Q As Acc N Two sets (2) of the folbwing , Two (2) set of cons t ru ction plans; whic include • Speciticabon ❑ Site p lan :11 Structural calcul stamped by a Washington Stale licensed on of Want iiiil".:::'1!:":::::::::::::!:!1:!":1;.i:"Iil:11::1!11:.!1.;:ilhl:11!.:111:lal.•::11:11:111.101:11:11:11.111111.:11:1:1.111:101:111 • J Exis and proposed parking en gineer . + Lan c 3 e , chang of u s e ) ❑ S oils re port stamp by a W State license e d plan (If ap p ly O v era tl building Plan l I Topographical survey •Tenan lo • • se of adjac c ommon waft) t U ❑Ener c alculations stamped by a Wash ington State l +Overall d irrtens i on s of building qr s qu a re footage engineer or architec -.— � Floor plan of pr o p osed tenan space Legal d escnpbon • Tenant space pw it h u each r fabelled Woiidng d r a w i ng s , s tamped by a Was hi n g ton State licensed • Exh do ors, egres p architect, whist) include + N ow wal ls, e xisting W ali, an walls to be demp li s hed • Site p lan onstruction detail ,. Archftecturai;d : • Structural drawings ctto» an • hrlectianicai d a to s s s e ct ion s showi waJ conativ dmthod of Elevations S t chm ent f floor and ceili e ' • ::: Civil d�awin s : tr rural calc lions s p ad b a a i gto l i n .. 9 . engineer ma be required ff s ra W ork is to b e d one (2 eats) • Landsc plan .: . NOTE 1 / i s t be d o n e, submit s utility permit r i C utility p a pp i lc bon (o for entir proje appl/cat/on and p/a» ❑ Si (6 se ts of ci vil d NOTE See utility penn appll an d che for sp e clfc ublrty AEROtaF submittal mquireme 'Compie buil permltappbcation (o fore struc .... ::.... g :,:;:..;:: :: ::; . .,A s ses s o Ac N 1 RACK STORAG r m a te ria l b ei ng re a � Nanra :desc exisdng ma b ei ng inst ❑ Completed building permit application ❑ •Ass Account N u m ber off of t pe tcatl on latter !e req uired prior to r<na! insp a nd slyn Two (2) sets of p which include 11 Buliding floo A s ANTENNA/SATELLIT DISSHES • Ent(r s pa ce where ra cks will . be located Exit door . Completed b p erm it applica • Dimensions of all aisle as ti r Account Numb • . an s, w hich include Tenant space floor p lan s howin g rac bto L aisle and Two ( 2 ) sets o . pl xit Site Pian ( b and lo pf antenna/sa d ish) . NOTE Include d ime nsions of ra (hw g ht, wrdth a length), ais les Details an t e nnaisatell f te d is h and "mt3thod ot.attaohment and exit W ays o p lan , ❑ [:::1 Stnictur calculations s b y a Washin S tate licen Stru ctural ca lculations st by a Washington S li • • engineer ( storage 8 ' a nd over) engin m ay beequlred .. ... . SIDENTIL. NEW SINGLE-FAMILY )pWELLiNGS /A • RESIDENTIA R EMODELS Completed, ldi ul application,(ane (or struct ❑ C ompleted bui p emtlt app li c ation (one tot ea RE . structure) ❑ L description ❑ Assessor A c c oun t Number Assessor Account Num ' : s whi ch include . ❑Two ( sets o f wo rking'drawJ cg Two s et s ( 2 ) o f worWng dr which in c l ud e ire tan 5 ❑ : : Foun . . Site . plan . . ion plan, s how do k • Foun plan include access to bug ahowt , BB o o t • i a el {all w •Flo plan wl a nd l of acce : Building c ros s s Roof plan • 1Buiidin olevatons all. views St f l a ming plans Building cross- s ecton_ N TE If any ubIl w or k i to b e done p utibty permit a • Struc framing plans O ty and plan must be submit . ❑ Wa : State Energy Co ` de da :. REROOFS Compie utility pe application n Compieted building permi appticadnn (one for each structure) S ix (6) sets;of site plan thawing utilities ❑ • A ss essor A c c ount N NOTE. <B site plait and utility. sit p lan may tie combined See Narr des cn blng existing roof, m aterial b remo and utility permit a lc and c f o r s s ubmit ta l f equlrement s materi being installed pp� Addfi to p o yraphtca l and s information maybe r equ i red rf unique NOTE A c or ti l/ca ti o n letter I r prior to Ti lnspecd and • 7. she conditions ' 011 of the p ermi t z r 4114` :f" , w , p r} �.. ,roy :. •� �"�� , i S• t � GENERA 25.00 A ** hll*A A A AAO*Ah%** 4 * fi *! **7 *A*k P *h *•A *•Ak1+k4*il•h* TOTAL 25.00 CITY OF F r u K 1� I L A. WA TRANSMIT CHECK 25.00 * A** kk• k• A* A AA. A4A*** A AA. A* A*A k* A * **#A *A•lrk *sl1•, *AA*A*$lk 5 *k CHANGE 0.00 rItAN Number: 9600;3449 Amount: 25.00 01 /04 /th, : 4 1"r 13$OA000 15:55 Payment 'Method: CHECK Notation: 00N A L.ti•MHN Tnit: MEV Per'mit Na: PW95.0392 Type: PW -F1.H F LGr3P /HYDRANT Parcel Np: 352304-9095 Site Address 6?50 S 180 ST Location: 6750 "3 100 3T Total 1 25.00 This Payment 25.00 Total ALL Pmts: 25.00 Balance: .00 *A•kA,A*sl, k4 * +F * *0 * kill( •k *0 k*+ 5•*, 1** • A* ** * *A ** *** * *A *h•k * * * Account Code Description Aina►Ant 000 /345.930 PLAN CHECK - UTILITY 10.00 401 /34.2.400. INSP FEE F'LH /LI /WML 15.00 • . . • r. 0 . r I , :- .,:i.;..;:;,..:;;ITA::74,!;:i..., ,,, !r.: !,;.; c, ,"./ • ',.;, .:,,, i.. , :, •:v 4 i:-': •.:•';',1„.,4,1',,.i, L , A ,z ,., ,, ,., i , 3.:„:„: ...:, , ,,,,,, .,,,, ..... • - ., ' ,. . . ,,,-, - . , c , ' i, ' • ' • • '.\‘,' ‘ t . • , •• ' , . . , • • , ■ . . . . .,, . ' . 1475 GENERA 139 ... TOTAL 1391.75 - CIA Y OF EUKWILA, '111A - 2 ( .Th I R AN EI M] T. CHECK CHANGE 1391 ' • * A 4"fe lei * * 41".l• :4•4 A. 4 t * * * A **A lie A-0 * A * .8. * .2/11/t? 4 123 •0708A000 IRMNSMIT Number: 9.4003326 AMount: 1.391.75 12/08/9J (Pi. 6 Payment Metnodu cHvic Notation: TRI-.LAND CORP jnit; SI.Al .,, . ... . Permit Ne1 - Type: 0 -BLDG BUILDING pERMIT . ....... . Par.cel No: 352304.7 Site Addressu. - 6750 3 180 ST .. Total Fees: ',.293,A6,- . . ... This payment 1.391.25 Total ALL Pmts: 2.293.46 Balance: ,00 • . *k**AkA4Ak.A*.Allik**4.4*110******i1**k0***0..****A**Alv*.A*11**AAA14**A***** • Account Code Description Amount . . 000/322.100 BUILDING - NONRES 1.387.25 000/386.904 STATE BUILDING SURCHARGE _ .......... ......•........••.......----- — .......•—•.....,... ............. ..„.........,...•...........................................••• I. Om b/ot 46 .p.. • . . . •. . . . . • • . ' " . . . . . , . . .: . . . . . . . . . • 1 . , . . - . . . . • . , . . . . . . . • . . • . , , . . . , . . „ • . .. " . • . • . . , . . . . .. , . • . . . , . . . . „ . . . . . , . . . . • . . , • . . „ . „ 1 ' . . . • • : , ; . ; , . : , . . • ‘ : . • • ' ' 1 I . , . • „ . • , . . . „ „ . , • ; . ' .:. . : ' ' '' •'••'''.' 1 :• • 1 ,, 1 .1, '• ••,'; ,. . : ,:. : . . ,. : 1. •', i: : ' ," ': I ,... ' ••; : •••• .; ; i : I ::. :;."' '•:: •.! ' ,I . ,.‘ , .: -. 1 ' ,' ,:' ' .... ......,.• .:,:•': ''. !. :''' ' 1 ' 1. ''. ": ',, • •,! ; .,i .•:• !;:1 . ,‘ •• .•:::: ' :Is; 1, :::••:?/: ' 1 ' 1 ' • ; • Ir ''' i .X:. ' 'iI i 1 ' .. ' ! " i!:4 .. .. ': ( ; ;:: :• ■ . ', ' fk:i • lkIl ' iI ; i:; ' ;' ' ' ' . ' ■ I' • •• •. f '.1 g 'I j ' : 1'. 1;i I i 3 .1 'i 3:7•It' • /4 '1. 1 1: ; : A • I' , 4; : i i k■ ■'.Y:e'11.1:3.kt?aa::'4.'4.1):4,‘Ii1 tt:.'146icrti';'.&;.j..titIl'S'OW.A • , 1;• t I . i . i ' • . ' ' ^ • 1„ • ;, , . . , . . . , , • ' ! ! ' . . • , GENERA 901.71 *AA****Ak******A*4**A*A**A***Alt**A*AA***k**AA***k* TOTAL 901. 71 , CITY OF TUKWIL.A NA , 5--g T P. ANS M I T CHECI: • . 901.71 fr.P4*A***A*A*****4 01 4***• e* 7A Is —. ,. A*4*****41 A 0ek***4***A4r*+*A*k*A CHANGE . O. 00 . TRANSMIT Numb,er:, 94003179 •Amaunt.: . .901.71 10/31/9.71 • 7509A000 17:10 Payment Method: CHECK No nil-LAND CORPORA Ini: WI . . . . Permit No: 1195-036'? Type: 11-OLDG BUILDING PEROIT 1 ( Parcel No: 3'52304-9095 . . . . . . Site Address: .6750 S 180 ST . . . . . . , Total Fes: 2.293 . ... , . . . . • This •Payment 901.71 Total ALL Potts: 901.71 . • . Ualence: ' 1,391.75 • . . AlicitivIl*4*AA******71**#***4****.A*AkA****0A*•A*A*4*A.*A** . . . . . Account Code Descripl:ion Amount . _ . . 000/345.030 'PLAN CHECK - NONRES ' .901.71 . - ' .'.., : ' . ' '. • . . . . . . . . . . . . , . .. , . . . . . . . . . . • . . . . , • . - . , . . , . . . . . . . _ . . . . . . , . . , . • , . . . . _ . , . . . „ . . . , . • . • . . , . , . , . . . , . . . . . . . . . . . . , . . . . . . . . . , . •. .• ..•••, , . • ,, • . . . • . ... . ••. . . . . ••• . .. . . . . . , . . . , . . • . . . .. .. . , . . . . . . ,. . . . , • • . .• . . ,,. . . .. - • . , . ,, . , . , • ,, „ , , . , . , . • . . . . , . .• • „ . . .. . ,. . . • , . . • . . • . ..... ... . . •• ....• ,.. • •• . ,.. . . . . , , . .. . . .. , . , ... . . ■ . '„ ' . " . . .. r . ..?;:',.; . :40 .. . 1 :1' . 141?4:■ . lifl&S. , i;i1.: . . , " ,3 .; ' ::;3i) : ■:Wo! . .. ' 1.1 ,L. ;:i1.161ile . i.' . 1a?Z. SLIY 6'" ; ' '''''S ' ".. ' '.''' ' • ''... 2, ' . , ( 1 INSPECTION RECORD 6 ... . ts 036 i : \--j Retain a copy with permit INSPECTION NO. PERMIT NO, ,,:: CITY OF TUKWILA BUILDING DIVISION 4 t1 ,e t i r gfif‘i IMVUR it\VDIA Type of inspection: , 6- t rg i s c : :) . 1 tic, s—r• Date called: ----. -8- . Special instructions: •;:i i Date wantet.. _ il (,13, & , ; — ig Approved per applicable Codes. 1 1 Corrections required prior to approVal. '-'.., l Date: s s 12 ,, i = :,,,,,, : ., - , ; , ..,4i, , , , ;;;;,,, ,:.../:. ,,-.. : ,-,,, '.: ...,,, ',,-,-,',: . Date: . , :::11::: :::::,`•,::,;..,' : ,;': :::;" '. :„,',,,,,,, ::: ,; '''''''''.:`''''' ' ' u1.:.... 1. w,....^............... s... u........,v. ............�........�.....�._. .���_'_ ..... ..«.. w. w...................w.w....•.�� w.w w.+.e.... y • . • I INSPECTION RECORD S Retain a copy with permit 03 6)7 r It •. PERWT N0. CITY OF TUKWILA BUILDING DIVISION V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 11.E (206) 431 -3670 4.1.491 uC App SO •press: I : ?1 :.7: ,• S /5 a,R nstruct drift • . 10 • equester: pA � NU &Approved per,applicable codes. O Corrections required prior to approval. COMMENTS: 1 RAT • ske..A-T.1, c/ ) (- 3- 9'6. U 1 . . • Inspector: ( " � ' d Jc, - : 4 Date: 1 (/ O $30.00 REINSPECTION FEE REQUIRED. Prior to'reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule`,reinspection. .. ..• r -s. s x..: ..., ...�,. ... °...... .o 'w. J4� „.v. -h .�.r_r.. .: f.,.. _ `i'1 .._. _...:.4.. ..r._.... ... ... - . INSPECTION RECORD • , 0 Retain a copy with permit O 1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ) (206) 431-3670 • r • . Type of Inspectian: tA '&1 A/Fol bt • • instructions: Date Wanted: ..- to aWn• Requesten1 Lym AiN A Pt i l tiz) 9'13- 122 fg& Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: eo R-- et WO, ) PLi re t"A41,-. ST. 640.4 A Itgr4.40, ttac'Set•%•11 rki CAA A- tJJL CS ONZt-A D.FT ('LL.- To () cc.L..?6 , , , , • • • 11 nspector: ii rlifB11111M111111111 • (. o $313. 00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • I r-7 e: .M.Emaxwo 44 , ' 4 1W‘A.5.0. tl v•,.. t tl J' C INSPECTION RECORD ° S_ ( Retain a copy with permit 0 . s. CITY OF TUKWILA BUILDING DIVISION " " ..A, , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 7 P (206) 431 -3670 ro 5616ilki poizts 1 m ype o ns n: Addre s ` i - — . Date Called: Z - -9G t ( Spec ialons: Date Wanted: 9c, am. Requestery614k1 L n1 Ph rg6 aS - t a = ❑ Approved per applicable codes. I N N Corrections required prior to approval. COMMENTS: /(4) 'j,,. Sr < ,.011 (L_ W WS*: (L T1� -�►v �,,� 5.- ;i;. `' z , (6.756 L A A E " 14e 1)€1141 L. F o I L . 7" 7 0 , M c PA • t. CO P' 6 tlWv %S ro A i G RS . nre tint – "r• 57NA P !J(W ~rx --- 4 JO 1 NS Li. 417\ WA 1_1 , 4 cz,N; c w VA , NsTkl) -- LATC4MV\ IACA W13L� (L• %_•1v1^o, S 114..ruvl- •+ Ft fl+ 61 A L l-t ( -) GAVRtia ► G.�t,c taC, , C kp.A6 APP2avA`0. >~olt c431 -31 S Inspeiior: 1 . Date: ! 2 -`l (p ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. [� } e; .. .. ...!..Y?.7.:h�: Its: 4::.;• a�•+. 3': a�r�i4uct4F.' 9k��ie. Fts:Eilj"..i..�n.ncldfd.:.•...: �ss•a, .+e�o.r:. _ ,. "t • d INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 l (206) 431 -3670 •r.. ype o ns.:c U INp =' l�rl ress: 56 S. I c Sp 11 nstructons: 0;4) ant -.: "L7 , .m. Requester. n cf O Approved per applicable codes. ® Corrections required prior to approval. COMMENTS : e'Z - TI-A • S t W H S ` ; '/LL, Z A% !,! erl.. " cn 114 Se 'AtWL vAL. tt i'A w J h ■tM • I NSA! a} ! NSht ,'ice' ��1�41.tQrt— 11- cam•, • P LC ?nay Lt (,1-‘1"1 rJ G c.,a1s4-01— 1-; A--- l'1 1 S r DAY L1C,s4lts - 210 NAt . Inspector: Date: $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspecUon. .... .. .....��s..! :......:ate .o «,.z,c. _ ..•..»....... w..:..... ......._....................:. ��/ w INSPECTION RECORD ‘ 'AS Retain a copy with permit 0 (o CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 r (206) (206) 431 -3670 Type of�ns�� ��• � — r : DI;SIen1 IMf IAN . \Ar) tiA\L- Vi Ajt j (, go*' ST. Date Called; ' ., 2. _ Specfa `J stnictlons: Date Wastes : '2 9ro pm. Requester. p o ' [j8( Approved per applicable codes. ❑ Corrections required prior to approval. { COMMENTS: !n/i4 o nI W /Jim PA t 1 iT6t.rt O/L- e 2S o L s in a* K, , rTi' /L:v s u MS C":": V-1(5 OW9.,�/yn,� • `.fi14 • F• inspector: Date: ` cc,/ 2- - t R ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Blvd., Suite 100. Call to schedule reinspection. 1 11114 Date: i ii ?:x`.. v:. ..,.. r. :.a:�tb.: ++ a c si. ' a2a . .: e aF..'_terif,IA ft.::nart''/.µA ".i4:. :r: ' S (iLi5..6'dt�:b:.,:4..i�LkMSkuls .+"Ci.S °.:::s,.::wr =. �.:.:4•...'.�e.'�t . _.........:............x ...... ...... »._.............J.... ».._ -........». �........»_-_........».»... w,..»....... uw. u.......:::. r.#—:. v. . k: i. ...,..,.k:::O.:`iY'.:. «i: °33_'. F »......tf'k. w Li INSPECTION RECORD it.E-03 Retain a copy with permit • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 4,,k, (206) 431 -3670 1 r-r^ ,n / L_,,.. Type of Inspect Address. . •- 5 , O r �, r[ 1 Date Called: Special Instructions: � Date Wanted: Requester: 2/�� .m. eq Mime No.: p ❑ Approved per applicable codes. 1►`_ Corrections required prior to approval. COMMENTS: �7 4 4901 s t?. / 7t 1 • • /, r. , • • nspecta�� i1i�titt► � � � , �; . ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. .... • . }..i!^ ... _a.: L''. s S:]Oki+!�5. `: .SY " Si7.i:'CRTId'�dV. �� {53rfibt.5d, At • ..ic 3ie ts'L`'.'Y.T. .i�l'?d'�',..... P..k:Mr. -'•I - .. _ . . , tr _ .ta.;,....... ..... r i ._ ».. a...,...•........ta.YS._. «.. r .. �.+.• >'.+.•w.. x�..L...'u....0 x +c.vx.xa'•.a „i..c.t.+n..f;r.t ..vlt +VyL -t.:t i:};_t irr� . .:.:(�::i.::Xf.axy.ct:;.La +ww Is INSPECTION RECORD IO - I � ! Retain a copy with permit to �y � 03 � - •� ` • • . PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 !' lk (206) 431 -3670 7TOI t4Ai Cii1)kA Type o p tST WP woo NE° A id ! o s I,00 ` 5T Date Cared: . _ 6 ,1s Special Instructions: Date Wanted• , 12 - Requester: R �� 0`13R)6 Ph°r rttt 9 11-2 Approved per applicable codes. ❑ Corrections required prior to approval. f p COMMENTS: 27 - + , >71, 6,94 s • d nspecta: ..- /L Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at � �, 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ho--T' No.: t Oak: , S i . • .. ._ _....:+,.F�...._rh /.X.t:ea... .Y : F 47�7L= tS' 1iL�2 17Y2a..' �e• AJdu9iFWa:: �IAf:.AYW.!$.:..'k'MYl''LL•.}AS':.i .,. r_.K -. _.n .. _r 1+.'.�........ v... „., .,..v......., ,..wv... u...,.....s,�.».. a.......... s.s .a.r••+•v r.w..«.rn._.e` ras Yr a.'1 ".. Y +.._...,c.»x... ...i �.a• + r ...w+w- w.a.wv..a....r......«._. • • INSPECTION RECORD Retain a copy with permit 0301 INSPECTION NO. \ PERMIT N0. CITY OF TUKWILA BUILDING DIVISION � A ` b• 6300 Southcenter Blvd., #100, Tukwila, WA 9818 p,1R-ipti (206) 431 -3670 16A ro Type of InspBdfO : �� fMP0k‘S NI IA n A� I�1 S [ d —. A _ p t�7. soTy, 5 . r Date Called: 12 % Speci Instructions: Date Wanted: . ILO am p.m , Requester: Bo ,e) p `12j.12...l to R� �1 c V -122-5 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 7- ,p•7_,.0 " F ► , �.. ,ns• ! : ;t1c:�r5kgc y t � for r � �''r .l .1r .:r — y ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' Receipt No Date: 1 r,m .. w...,.... w.. u. N. d. e..,_. f.. 071 e.« b._....,_l...a�...._.wYQ.._L�ev �_.t.. t.n...t., .1k.Aw Y'. _w ..l......� s... .:A _ .• i .; .. ... \ ,1 i i , j ,..r ...\ t , ) , ' . e 0. V I ' IC) • . t . 4 0 } I INSPECTION ECQRD ` X95 Retain a copy with permit (:)(0 T ` • -, 1 ' • . PERMIT NO. ■ CITY OF TUKWILA BUILDING DIVISION ` 6300 Southcenter Blvd., #100, Tukwila, WA 98188� (206) 431 -3670 Pro I l w1.1 rota. N i7. IA. YPe o n s n : v , iii 1 �n structlons: Date Wanted: 12 - F ' 9 5 am6. Requester: p..401... o , 15szl . Approved per applicable codes. O Corrections required prior to approval. COMMENTS: ', 4... .v....Al.-w _. , nspect s / , ' O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at ' ` 6300 Southcenter Blvd,, Suite 100, CaII to schedule reinspection. I Receipt No.: Date: _ _ _...,.... r: 3rJY,:' v‘` fr41: b?yY. at ke!!` u. xt', r'l. o'A4'ti:t�.gagal.i i5,;.° =` teal. a.. i: sxi, r: e2k' Sy :n14rr'v _trs , ,�i.ir.ki:A`.._ ..f_.Lr • ... ,.... .,_ k e a .a....... _... �..u.,.a.,r..,.. �+..u.w •. u...,. w..,....«........... �.. � .u..usa.......w.r...wrv....... —..... I. u.: Ya: �_ �.: 4f.' �a 'wy'SfY.3V� :.4�ds.:';.hati.. w.i:[Y._ INSPECTION RECORD Retain a copy with permit O (off ,r ; \ \ � PERISI N t3- CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 rr;a, (206) 431 -3670 •r. :• r IE7�l 1,. NA l y pe otInspecibn: �-�- tl��J -" Speaal Instructions: Date wanted � 2— cis am On RequesterczV 1�J D 6R N 12-2- t&. Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: IM Z - 1 - Atil NNE (AWL -- FA a 1`W PI NA � �. PKiff A, JO t nti l L r LI ►mac' d iv 11'0 t flS r (aril t vtc..,A 141.) A4)4 A 211 j+1 vac' 6-4":" (,) 9.7.7-1\k-Y? AID �t L� �» U• • t for. It ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r7oot 'e., .._. -�._ .,. �..,._> ti:. sw •�r. �t�.tt`.'�1�4:3�i+�;:? Yet+ �w��sx�t .'s�g�{^16��ki11�i�.'h.�� • -'"`�� ��:��i7:�;.:::' "�' . -- 0 INSPECTION RECORD 4"-- 6,.....s•i 1 es - Retain a copy with permit 056 PERMITIO./ CITY OF TUKWILA BUILDING DIVISION ... k 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ItC (206) 431-3670 . ype o r° ' " gl€1/4 IA PO Ri NDIA FFP 1 / 4 M1i•1 6 :4 Address:/ S0 s )solt si _ Date Called: Special Instructions: Date Wanted: 12 . 96 am . / A,v-,... it: Requester: R 0 , bRle Ptu rOgiz N ) (Aci - i 2-23 d 61 per applicable codes. 2 Corrections required prior to approval. COMMENTS: A At 9-Nsvv m .....—_—_, _ • , 1 Fifiar et-c1C1- — IN r ivy (L Y'N•S t - y 4 - 1 M El.. ' A Nixo f l.-v.... C.3.. 0-1LE Pee (Wt... , , . ....., . tiV L.1 ON WE ".. ak... 1 C••■ ViCA.- / S (...A di.het:4 - rb t ' e,,,,■-•--.&i...1G1 „, i, . I , At.'- A I)- — ADO WA 4( Cic Q. 0 o • C. .. . eYIP w W\ • . . , \ • . , , -'', . — ' '',":. '' - , • , • nspector: . 1 e: ri- El $30.00 REINSFECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. = ,, - • ;•,•-,', -: 0 - , ' , ,e, , , • I . : , : ' ,, • '', ,-, 4 . ' , , t INSPECTION RECORD 0 aq.5 Retain a copy with permit 036V . PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ,.; 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 1 7517:77 — , Type oflns n: • 1 c Address: , Date Called: / 2- -/ Special Instructions: Date Wanted: /- a ) •:: • Requester: ) (L i d, Phone No.: • )4. Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' kr‘ c F .- 0 ••(-•.- - (11 14A DQ � 4 9,,,c- TIN Ilk/AltA.61 , • FIZAwNik1C Ok- . 1.0 I An:14,4 fi mr s w6T Aperit . . , . , inspector: Date • . 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Recoil No.: Dale: 1 • " n!. - ,k1.1-44A../zak441,41 • OTTO ISO EN�4U & ASSOCIATE INC. CONSTRUCTION INSPECTION & TESTING L Seattle, WA 98118 6747 M. L. King Way South • � v gUDtO Vl3UAL (206) 725.4600 • Tacoma 6274477 • Fax (206) 723.2221 EXAmiN4 tots 2 January J996 6 ) City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, Washington 98188 Project: Design Import India 6750 S. 1.8Oth }x Permit Number: 195 2 0367 Ladies /Gentlemen: We herewith certify that we have completed the following types of inspection and testing on this project. To the best of our knowledge, all work inspected is according to approved plans and specifications. 1 1. Reinforcing steel including epoxied dowels 2. Reinforced concrete* 3. Anchor bolt installation *Please note: The 28 -day concrete breaks have not occurred but the required strength has been met. The 28 -day breaks will be sent to you as they occur. Sincerely, • OTTO ROSENAU & ASSOCIATES, INC. Susan Rosenau -Moser Vice President Enclosures cc: Roy E. Dunham Company fax c: City of Tukwila, Attn: Gary p{�uv ; y�� `q' yyy}}}''yyy p pW9rp ,t W N C E t� 1f W+^' JAN 01 't996 DECZ6 Ui1 `�° PM E " •ai r.. ,.. r.. ..t ....�..�.,G,..p.p « - .rte ra ry yt• •rt '3;' t � r A^ +f •. 3' ^: .?�4 ; "`ly `• .. a . f w It���3.9iN ''r.5 ,.iF•.e ..' tGi..B f . . "...trr^++. ... _ ` '. ..r y�.:r'�.!N•r. ;G' y' di ( Cit of Tukwila ild John W. Rants, Mayor ' :�•. ? Fire Department Thomas P. Keefe, Fire Chief 1908 TUKWXLA. FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. g 7`�� '0_ C Project Name Y)'e..9. v S H / Address O / lA Y (' Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice X Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: k Authorized Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57.5-4404 • Fax (206) 5754439 ___ ... _ . _ _ _ . ..._ __,, _ .... _ _ _ ___ ._.... _ _____ _ __ _ , _ _ _ ____ _ _ . tv. .. fi ( (...,,,/ CITY OF TUKWILA Address: 6750 S 130 ST. Permit No: 895-0367 Suite: Tenant: DESIGN IMPORTS INDIA Status: 1UED Type: B-BLDG Applied: 10/31/1995 Parcel #: 352304-9095 Issued: 12/08/1995 k*****k**A Permit Conditions: ,_ 3. PRIOR TO FINAL SIGN-OFF ,,,APPIJcANTISZHA.4RETAIRN METRO SEWER CERTIFICATION FORMHT94100LIC'WOO:S AND MAIL BUSINESS DECORAtTtiN DIRECTLY TO METR0:,, 2. WHEELCHAIR LIFT MUST copmj0.4"em ALOREOUIREMENtf WASHINGTON STA170;''BUILDING1tODO:,HAOtER.31 AND ,WAC'SEATION 296 PRIOR TO::F!4NAL40ILDfNeAPPROVAL.:- 1/ • --z' NIPA, ., tr 3. No change%:„wY11,,bel to,the'PlarfS'Unl '404ved L'v 1 Arch 1 tect t3 EnOpeer andthebTukwila BuffdArig ri1' t4on\. 4 , Plumb i ng:.,iy‘rmTts :ha 1 i ' he obtAtieLiv'through the SO et re 7r,1114::-,, County/D#artmen't of'Pubil4Malth. onlf4Jel ,, I. ..„... inspected p'y o,OcOuding/all gas pipin9 (296/4122)„,// 1 5. E1ecti4ca1 A4irmtts shal) be obta through the Was i;i:ton ' 11,-g,.... i Stat Labor and all electrf6'0 ,,. , worfl*illt4 inspeced'-bytha,t\agenCy/4248 ,,_ 6. Allechanicat 'be.'4indejlaateperm isu it ied'nv ?. the:C:itv of Ttikw1 ' ., ..ri • ,.-` , ,, ..? ?, , t i.. 7. AlTi,ri5ermitS!, tnspectlon:!records, andapproV0 plans shall [0 • ava)yableat t.:he;:j6bOtp tO''.the,start of any cOn. strCtic414 These-HdpCuMentS16„be-maintained and ava il- ablntirfinal inspeqt.OWappr,Oval. .,isgi:tanted. „, ,, •;, ;!, ',! B. AllYstractuar,concrete Shall bespe061/InsP4,ceed (UBC=',„ i ft Sec:;,': 9; All 5 welding shall be done .b iic.A:B: cei-tifteV i.,VYt weld4lialT0sPeciAl inspected (UBC -7 S'ec. 'a06(.,4)5). 'i i • - 10. Bolts 1.,l1t,Iled in,concrete shallbe',spe6ial 4bsp'ected , ..1:7•. , ( UBC -'00:c. 306(a)2)4,. 11. When sp6C';l'al in'sOpti'on,is requfred either the owp,,twf: . ...., architectbr„ enOneer shal),notify the Tukwila Bup4ing/,,,,,,,,:.7 Division c:lappointment of theAnspectJtni agencies OrlOto .— ._ the fi b rst Ui)0Ang inspection. Copies of all specia inspection reports be'Subbjttedito the BuildAngr Division in a iiiiielyManner. RvOrtsi' Shall conti-ir.ddress, project name, perMttnumber'ati'd-:tYpe of inspei;til being performed. 12. The special inspector shat,ibm'42 — signed report stating whether the work requiring special inspection was, . to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 13. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3: . 14. No changes will be made to the plans unless approved by the • . Architect or Engineer and the Tukwila BUilding Division, . 15. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or le ss and material shall bear identi- fication showing the fire performance rating thereof. 16. Notify the City of Tukwila Building Division prior to ' 1 placing any concrete. This procedure is in addition to any . 1 requirements for special inspection, 17. Validity of Permit. The issuance of a permit or abbrovai of ( GA ' .:46' 1 p larts, specif1 cat I alp,, and comput�atlorts she] ri t be core -. strued to be a per f,hr, or an approval of, violation of any of the prov s ,i oris. of the b u i l d i n g code of any other ordinance of the jurisdiction. No permit presuming to i give authority to violate or cancel the pr•ovi.ions of this, , code shall be val id. I x•,... There she11 be.no occupancy of the buildings) until the final inspection has been completed by the Tukwila Building , Inspector. .ry J � y y t Y bn - r t' rAx'.. " r r1 ° } "'k:::,,, tr -:,i ,K ' s { } A .; .,t• o .. r', p,F,. IM PS`r a � 5 aZ . I . t }}. pyyyti 9 S �' �+ "} .. , t,+). , . ( c :.* * "111 !b' 4";' (' i`i''` ,*�.e^ $ s',..-,.. . ifr �,, 1 r ,, • t :�. / 1<) y { ,gib f r l , ei ti d i C .,. l , �, Y �� (ef ,..;`.', >Y z.S � 4;4t i' '� k�, If � � 1 J 9`f '•'reC+ { , , . j � t„9 <. r y 1' £l .y. .d. ?r•tt� y ' f • +P 1:A5 S V d ( a f. t l S ( .4 t'' 4A ^v u..l k u "4''. e: k. \ 'A, {µg t o 5,,k,;{ \ \ .1"4 � ..., v 1 t f. 1 *pr yy '^ ...,. i t a . ' p I f . art j -� .� ° � f ,f � , 4 � A, ^, t,,,; ▪ , ., ^ c I .^'�,.^• . j 0 7x2Ji!;4 c ( � kY+Afry „� "S r t J r '^',, k, ', *Y l'" ,;y ;v rs r'. bit i b� I _A t ' ..i'....., 3 yp 6:: ', , . ,. , . t'r x'25. ,e''''''‘ `'.. 3 q .q= y N� �; ti ' \ 11 4:, 0 . $ t ir ,, ,,, 0.3 ' / ,. ; . •^4 i, • s. / K,.R F4'",�Aa• °..th'1 ^y L . A,,',lk! /Of i . F• i. e y e , ,y i ',,« i4 1 '• t` t,'t } t, 0 e ' Jr 7; d,>is� 9 $ � I l ` > F , tr y� Y s � ,"�,, 6 �' ` '� (4 ?, �. ' a� 1 , �, J � ty � bier i .���� • ," "+x .' 1 t4 1,,, ''iN '' mil•• r r' ' , e.,.,;.,o U ., tr + 5591 .+ .k 5 ''J _..:+ "m' . . 1 • ..rte.... - ., ,�..:� • • ::st•rm,: ....•.. .;W.,.: . ��...........»..... xu...,.«.,,.., a.. n.. vn ..nw»•xe.rscctvnarr..Cwanrwv w...»» ..�.._ .. ... .» ....... .............. ..... ...._.. .. .._..... 0 ( �►: . % City of Tukwila John W. Rants, Mayor . ids',. /_ ; Department of Public Works Ross A. Earnst, P. E., Director 1 1908 NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: di S PUBLIC WORKS ENGINEERING DATE: February 26, 1996 SUBJECT: Design Imports India 6750 S. 180th St. Project No.: P96 -0097 Plan Check No.: B95 -0367 Activity Nos.: PW96 -0036 Contact Person: Mr, Jon Lyman Phone No.: (206)885 -2272 �Ifri"l Fl 0D 911t/(11,( THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON February 26,1996: PERMIT FED PW96 -0036 Water Meter/Exempt: NO FEE (One, Size 1 ", Deduct) Total: NO FEE Two copies of the confirmed Utility Permit Application Form with a set of plans are attached for inclusion in the permit file. JJS /mv Attachments a/s c.f.: PW Utilities Inspector (copy of letter, application and plans) Development File(copy of letter, application and plans) • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax: (206) 431-3665 • to s C { • (.(4 ' ` City ®f Tukwila John W. Rants, Mayor -t ' c "; o f ... Department of Public Works Ross A. Earnst, P. E,, Director 1908 - NOTIFICATION T() RECIPIENTS OF PUBLIC WORKS UTILITY PERMITS All Public Works utility permits have a standard requirement listed on the first sheet: THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 -0179. This is being emphasized and brought to your attention due to an increasing number of developments where this action is not occurring. In some cases, construction has not been completed in accordance with permit condition and City standards. In situations where required notification has not been given to the City Inspector, the developer is proceeding at his own risk and may be required to remove and replace non - conforming construction. You are urged to review each permit and set of approved plans thoroughly and comply with any conditions or requirements stipulated. For clarification, the City Inspector referred to above is the PUBLIC WORKS UTILITY INSPECTOR, MR. GREG VILLANUEVA, WHO CAN BE REACHED AT 433 -0179, Your cooperation in this matter is required and appreciated. 1 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 City of f Ttzlcila ( 4.. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT Permit No: PW96 -0036 Issued: 03/14/1996 Status: ISSUED Approval Letter: 02/26/1996 Project Name: DESIGN IMP INDIA Expires: 05/13/1996 Site Address: 6750 S 180 ST St: LAND Location: 6750 S 180 ST @ P.O.C. IN PLANTING STRIP Parcel #: 352304 -9095 Wetlands: Water Course: Slopes:N Water Dist: TUKWILA Sewer Dist: TUKWILA Type: COM No of Units: 000 Square Feet: Contractor License Number: TENANT DESIGN IMPORT INDIA 6750 S 180 ST, TUKWILA WA 98188 OWNER TRI -LAND CORPORATION 1325 4TH AVE SUITE #1940, SEATTLE WA 98101 CONTRACTOR ROY DUNHAM CO Phone: 206 885 -2272 PO BOX 199, REDMOND WA 98014.. - ' CONTACT JOHN LYMAN /ROYDUNHAM•C0 ,Phone: 206 885 -2272 PO BOX 199, REDMOND WA ;98014 ** k******************** ilt***,**** * * * *•k * * * * *•kk *•k * * * * * *k * ** Additional Description: ,.' 'Developer Const'ruction''Cost: • 00 ONE DEDUCT WATER METER, SIZE 1" FOR IRRIGAT METER INFORMATION: Water Meter Size: ••00 .. Quantity: Work Order #,: :Type' FEES: Regular Connection: •;00 Acct "No.: 401/388.102 Install Deposit. ?.00 Acct No:, :Plan Check: : Acct No: ,Inspection: . Acct No:: 401/342.400 1 , TUrn .:On Fee': ; 00 Acct No 401/3 ? 43.405 Special Connect Fee: :'00 Acct No 401/388.101 ,: 'Other Fees. 00; s• TOTAL FEES '00 * *k * * *k* * 'FkX * * * *** sir * *k * * *** *k* •k't. Erik*, ** * * **A•* * ** *kk * * ***k * * *k * * * ** ** I understand that the charge 'for the meter installation portion of the water meter /service,inStallation'is based on the actual cost of materials plus labor including 17% overhead. <' I agree to pay the installation fee (deposit) on the sighing of this application and the balance 'of the cost when billed (overpayment Will 'be refunded) • Further, I agree to pay the regular connection :. charge, administrative plan check fee, inspection fee and turn -on fee as part of this application•I further understand that the water service piping from the public main to the water meter box and shut-off valve (Corp stop) shall be'ronstructed at my sole expense: ''' THE APPLICANT . MUST NOTIFY THE CIT'r' INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT L AST, 24 OURS IN ADVANCE. FOR AN INSPECTION` CALL 433 -0179. Signature: 46. Title: '' .t_J ten__ -- Company: �� � ✓f}7t'� .:.( _ Date; .3 ly * * * * * * * * * *k **** **• k *k * * *fr * * ** * * ** * * *•k ;** k *** * * * * * *k * * * * * * * * *** *•k * * **** APPROVED FOR ISSUANCE: JJS Issued By: kueht !l'bi & Authorized Permi Center Signature Date * *kkk * ** * ** * * * *k•k *•k *' kit* * * *** * *•k * *k * * ** * * *** *il* kilt*** *k* * * * * **kk** *•k *** * * *•k * *** * * I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the . project approved herein. Final Inspection Approved By: Inspector Signature Date 3� !, • 7 � �114'.Ft�.. :�. .'�. .: � _, .... .. �. ,z�tiaa&erit.'4314.'xiWn%i ' `. ._., • CITY OF TUI.:.WILA Address: 6750 S 180 ST St: LAND Permit No: 'PW96 -0036 Suite: Tenant: DESIGN IMPORT INDIA Status: ISSUED ' Type: PW-WM Applied: 02/26!1996. . • Parcel #: 352304 -9095 Issued: 03/14/1'996 * * •M ' k * •k •A 'k •M * •k rM * * * 'M •M ' k 4 4 4 4 k 'M kilt** M * * 'k * 'A •M A k*** k A k A I M k',44 M k . *; ,k k M •M 'k k * 4 k •k k •A' 'M •4 k k 'A k * •A A :M Perrni Condition • 1 . ' The exempt meter work sha I 1 include a State Department of He t1th approved double 'chp,.:..k. -,v._ Kri y a.s rernb1y.. 2 The deduct meter s ha tT.i. , i n cub c ", • • / 1 1. 4 tai 6 (( Cj,' r t , • ,,,.i t4 y qS .. 1 III- c7 "iiii p g o S o • rM OA 01 All 1 t or • - • 0 ...-1 . >It, ,,64 , . . 0 ,..... .....1 't • tpl,N . . ..,---1 . - 4) ' ' ' oi\, . 0 ., . 10 ,, { `� 0 Ir ,41 X 06 q p � u' 1 . tit 0 0 . 11, .,,,,,, 0 ire :4 ''' if' . . .. '4( . ' 1 I 414 Ll v.(4.4 ..0 , 0 0' ,‘ ,.. °4"etiell)le ' : . - , - J04. , , City of wild ppl atlon # Lm ^ O '-� o a' ''• y Cent Permit System — Engineering Division a �?' 1E1: 6300 Southcenter Blvd., Suite 1/100, Tukwila, WA 98188 Phone: (206) 433 -0179 �N� �` pwg6 -OD36 . ;9 08 UTILITY PERMIT APPLICATI p(A) CI S - (7 19.) , PR OJECT < >' <` :!: ><'` Site Address: •,1 50 1 g: I `' La f� I N A ..‘... t.„1 . 9 : NS Name of Project: . U zt1 ,[')r` ‘TA-)6 (-0...\ . Pro•ert Owner: 'N ^-- 0 � .- - 0 / Phone No.: 2 Street Address: 2 7 '"--- '� .. 0 .. u • t` e. 1 ' 0 City /State /Zip: p, q Engineer: Phone No.: Street Address: City /State /Zip: Contractor: 4.2 ;, J\ ( Phone No.: 4 g i `;j " "2. Street Address: 9, ; 1.c ;, • Q p C\ City /State /Zip: ' .. . King Cty Assessor Acct #:7j 7 " () -q q' Contractor's License #: 4 O C, +?5 I (Z.Exp. Date: ' ej PERMIT > ::: ❑ Channelization /Striping /Signing ❑ Sewer Main Extension Li Private L7 Public R EC) U:EST;ED`:: Cu.rb_C_ut/_Access/Sid.ewaik r , • 1 ❑ Storm Drainage ''' "' "t3 Fire Loop /Hydr. (main to vault);- No.: Sizes: ❑ Street Use Pc,3 qj 0 3q Z ❑ Flood Zone Control 110Aeg. 4104; . re eA t„p Water Main Extension • ❑Private ❑ Public . ` - Z1291ss ❑ Hauling . Water Meter / Exempt:- No.:.L _ _.(' Sizes: —. 6 ❑ Land Alteng cubic yards Deduct X Water Only ❑ rW9l -Vpu, 1 ❑ Landscape Irrigation ❑ Water Meter / Permanent - No.:._-. Sizes ❑ Moving an Oversized Load ❑ Water Meter/ Temporary: - No.:.— Sizes: Est. start/end times: Estimated quantity: • � Date: Schedule: ❑ Sanitary Side Sewer- No.: ❑ Other: ;WATER, >METE ?< Name: Phone No.: DEP REFUND /BILL ING<:. Street Address: City /State /Zip: 5 • M O NT.N L':Y`;!:`::!'' Name: Phone No.: SERVICE . ..BIL:LINGS :1'0. Street Address: City/State/Zip: ❑ Water ❑ Sewer ❑ Metro ❑ Standby ::. :DESCRIPTION .OF:MiziOJECT> '. ❑ Single - Family Residential FI ❑ Multiple - Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments ❑ Other: No. of Units: ❑ Motel ❑ Triplex ❑ Condominiums DEC 2 7 1g9q Cr Commercial/Industrial fftice 1arehouse ❑ Church ❑ School/College/U9150 ❑ Retail ❑ Manufacturing ❑ Hospital ❑ Other: PUBLIC WORKS 0 New Building CD Square footage of original buildin space: MISCLLANOU; q g g p Square Addition INFORMATION :<; Footage: Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ 7D • a Pr---2—.. I HEREBY:CERTIFY ;THAT:1 READ :THIS: ; -ARPL!CATION KNOW<THE' TO BE TRUE. AN, ;'CORRECT: Applicant /Authorized Contact Person _ - Agent Signature: Ain. ..J " _(print name : 0 _ rl - Print Name: 1 , • . 0 LA1. 0,11/4-) Address: 11 10 I 1 # �,. �. ■ �1 I I I Date: 2 • - Phone: 4"; -22 7• . Phone: F j 2.2, Date Applica ion A cepted: Date Application Expires: 04/22,92 • ... .,.i ... .', :. . ■ r.- ,. ».... - _.,. ,. ...............,,,,.:....,....,... ..........- .. ».n : nr-‘ „ z . «�......_._....._.,.. ..._�._......__........ _.,..._. __....__. .._. ,. ....._ ._.._....... a. SNAP -TITE WIRE CONNECTORS AND � EXPANSION COILS, 10 WRAPS AROUND 1/2" PIPE DURABLE WEATHER RESISTENT PLASTIC VALVE BOX WITH EXTENSIONS IF NECESSARY INSTALL VALVE BOX 1/2" ABOVE FINISH GRADE, IN TURF AND 2" IN SRHUB AREAS • 1 FINISH GRADE 4" " ����� 100 -DV ELECTRIC (�tuuuu ■6 CONTROL VALVE l ei uu _ 0 / �1 Iiuh 4" PEA GRAVEL BASE �OQo° o °°Ogo° ° Oqc° •OQo°° K,,..?1,11 ° O ° c cC BO Sbo O° 8 °c0 ° o f3 O ° nCSo g o O ° �'3o $ O °v a 8 0 8 0 u o 8 • PVC ELL •b Q-1 — „ MAINLINE WITH PVC TEE ill` OR ELL VALVE WIRE FROM CONTROLLER COMMON WIRE FROM . \ . CONTROLLER TO ELECTRIC • CONTROL VALVE AND ON TO NEXT VALVE • t RECEIVED CITY OF TUKWILA RECEIVED FEB 1 21996 FEB 1 2 1996 PERMIT CENTER TUKWILA ' PUBLIC WORKS 1 OO -DV CONTROL VALVE �•.. C A 3" MIN. EDGE OF PAVING OR I FACE OF WALL ' /�I�� 1 11,1�.'1.1`�'I /. I /Jr���i' � J.��I • ��� `� FINISH GRADE , SET HEAD FLUSH WITH FINISH GRADE TURF POP -UP SPRAY 12" HEAD MINIMUM PVC FLEX HOSE OR SWING PIPE 1 77 PVC STREET ELL OR E MALE BARBED ELBOW 1 n L LATERAL LINE WITH PVC TEE OR ELL PVC STREET ELL OR MALE BARBED ELBOW RECEIVED ciry N umw FEB 121996 FEB 1 2 1996 TUKWILA PERMIT CENTC'ri PUBLIC WORKS TURF HEAD POP-UP a. _... a , ,., .r .. .... ,. ..... ... .. , ..., ..+.., ..< .....,.... i•.'i.. ,n .gy. .,,,, ,:,,.Fii'Fi7:kf a:'t2:3 • "v::C',i:.z27. , a.:t;..,., 7:s >ceuun:cr. . »:.tmmvxr... ».r nn>rre.w..,..�., r`.,.,.,..w.,...-- ...r...._ ... »..,..r.._.....,.,...».. r) 16411 - 4 , ...1 City of Tukwila John W. Rants, Mayor • u' '~f Department of Public Works , Ross A. Earnst, P. E. Director 1908 NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: December 29, 1995 SUBJECT: Design Imports India 6750 S, 180th St, Project No.: P95 -0097 Plan Check No.: B95 -0367 Activity No. PW95 -0392 Contact Person: Mr. Jon Lyman Phone No.: (206) 885 -2272 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON December 29,1995: PERMIT FED PW95 -0392 Fire Loop /Hydrant 25.00 TOTAL $25.00 Two copies of the confirmed Utility Permit Application Form with a set of plans are attached for inclusion in the permit file. If there are any questions that may arise, please advise me at 433 -0179. JJS /mv Attachments a/s cf: PW Utilities Inspector (w /copy of application/plans) Development File(w /copy of application/plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Pax (206) 4313665 • . .. ..„ . , . . „ . ., - .. — -. ... — - . -,•, 4 •....•,- • "... , , .... ".., . - ,.... ... _ „ „ _ ._____ i -v., i'" ■ . ,.. FIRE LCICIP..Hpyr k, .. :).; i No: P'9 _(32 I s s u d : G1 ' G4. 1 96 Status: ISSUED Approval Letter 12/29;1995 I Project: DEsIGN impoer IN IF,.pi-es: 07/G2/1996 '.tt Site Address: 6750 S 130 ST .4 Locaticn: 6750 S 130 ST 1 Parce! #: 35 Watercourse: wetlarlds: Slopes: N Sewer: TUKWILA Water: TUKWILA 4 :ontractor License No.: 4 ENANT DESIGN IMPORTS INDIA 4 ___,..,..,,,,_ 6750 S 180TH ST, TUKWILA:WA58103". f WNER TR' -LAND CORPORATI0i,::':' ' -'-' - - -- • - ''.- - :.':•A ''2 • I, 20b ) 624 -4494 0 ' -,...- 1325 4TH AVE SUITE,,41940 WA 9310J.. MTRACTOR ROY DUNHAM CL .., '., ' ..- !. Plio ne;:. 206. 335. 22.72 g .. . - I 4 PO BOX 199:,• idA'98104-,,,,'—. 1 , - • .-,. ,-. r.)NTACT JOHN LYMN,I ROY\DUNHAM CO :. [.'Phone:206.1 PO BOX/1.99, REDMOND 'VA 9301'4' ''' ° ' '.'' .: ,. ... ' ,i' •z•-• i2;,•..„ 4 A * 4 * A 1, * A * * * * 1. * * 11 * .4,4 *,* * k * i‘ * * * ( 0 , k * * * k * k .4 A k 1 .1t. * 4 A :A * k 4 4 '.4 li'V't k 4. timi of, k * 4. A .4 k le A 4 .4 C k r \ ,t, \ ,r Additional Perril.t' DeScription': FIRE LOOP/.HITRANT 'PERMIT FOR REPLACINUEXISTING '., .-...H. SINGLE DCVA' WITH DOUBLE DCVA'.ADRAISING EXISTING ('-,., ....- i FIRE 1 NEW SIDEWALK:' ./ 1: .;.•' ,r. A. '. • ,ocl ' N - Existing SqUareFe.et1 .,:' •.,• •,'.•* SquareL,Feet:, •••- . %t•,' I New SqUaire:=Feet: v / _ •, 1 ,/,-,., s. • ., ., : 1 ..., • ' - - it- li...• InspectiOn Fee: ,;. ,..,-' '... ', ,..1 ; .1, Acct NO:,,14011342...400 Plan Cihe'ci Fee„-: '‘' , ..:7. , ,10.00!';, '027 / ',:, Acct No:' ),, 1 ""--., '-' ,. , TOTAL FEES =•• ''..- -.?9 , , ,' •' t' '''':',,' ,/ ! ./ f" ':' ', ' - ,".,'''' . . - •' . , i no Co un ty:Va I uat fon :.•-•. — I •' .` ..'•' '• Va 1 ue: of - ConStruCt it. ... 5, 000. 00 4.**4*********44‘.**k*,(4**k**k4*4,k444.0,44#1.4.41,AVA,0eAk'A.*440.44,.*AA4.44.,q"0441,44A444 1 , I hereby acCept'i.th, permit and agree tO ab'icie.'„ali_aplicableseCtiops' of the C i t y of Tui::‘■;!lid,a oqii,e: i I.ra 1 Cod e e We a g r e tha t th,e cl'E or TO, w4a sti'a 1 I be he 1 d ha r m 1 e i.'s: o i.:, a 11 o r a n y c 1 a i ms a r i s ,i n g' a i, _a re s u1 t o$ t liTs•4„,pro,feC t . Permi5s which have lapse& the expiratiow.date" require.a".1 . re-applicatioh44nd relssuance of the permit through City at aii. ..:.,,, fee. ...,•: , r , - ,,..-.... ., THE APPLICANT MUST NOTIFY. THE CITY'INSPECTOR OF COMMENCEMENF ,-AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. TO SCHEDULE AN INSPECTION CALL 433-0179. , - . Y - . , >( " • Signature: , / • -:- .. _ ..• ..... • k „ *****.„1,77;. *7„.7,7„ 144)44**.444#)1 kkk. ***Ab7,44*4A44.**4.*4*14 APPROVED FO ISSUANCO BY: J J S ''''''''..!..-;,: • :. .:::;:::!;7.:::::-• •''.."--'''''' '''. 0 1 VV011Y44/ .• Oi , 614 .95 Issued BY i Date: Authorized PerMii Center Signature _ 4****1,4*****.4 .4k*4,4***k4**k44 8.4**41-44444444.4.4k44.444.41,4k444A4****,.k.v.444•*,„.4. I hereby certify that the permit holder whose name and address appears on . this record has satisfacrovily met the standards and conditions l'or the • project approved here Final Inspection Approve& . Inspector Signature Date ...... . . .,. . . • . ...<�.. ,,..,..., ..a. ,..r....: ....n'..,, ..,. • V 1 r . 1 • . ► CITY OF TUr.:,W1LA, . Address: 6750 S :130 '•T Permit No: P1W95-0392 Suite': Tenant: DESIGN IMPORTS It4r ;I. Status: ISSUED ' Type: PW -FLH Applied: 12/29/1995 • Parcel #: 35 - 9095 Issued: 01/04/1996 k `k •k 'k '1' •k 'A' `k 4 k 4 'k 4 •k •k `k `k '4 A 'k 'k `k ** 4 'A 4* 4 k 4 k k A .4 k A k k k k k k 4 4. 4 4 4 A 4 4 .4 ,4 14 4 k 4 4 4 4.4 'k k •4 •.4 4 4 k •4 4 4 k •4 4 '4 i • Permit Condition:,: 1. Temporary' erosion contr u1 mra:>ur e. `. si,a ll; <, imi. lemer,ted .as the first-order of bu ;.iner• s� 'to ` Sed;iT►nentat i on oft - site or into e x tc r•m i:'t ..neg _ �irai►�au { � faci 1 fit •e•_. . ° , • ?. It shall: be ve,r- it.1ed n., writi.n,g, to _ .t.he City Liti1itrs In:pectnr th��'t f i•`re loop. • kt :.t'ern tor' tlie, <bui 1d1'n contains a 5,t ►ate Departme►,t' of Health ' i o :ietect•or�• double r•he.c;k; v E l ve .as ernb 1 y • Th i . shall { be '''ipneor f or the F i na.r,� pecti l't►1 . .. ;., r , r . ;t -y , 3. All double c.h • valve a:se�,,b.1 fe•s't• na11 bt { ppr•ove d , 1* bv th ' ' State G of Hea l t h ;{ _,:. {s:. ''..i' t .5 J 1 M x / , y L e ., k' {} S. t x , t•,, 4 '< .. ... r ,t ' 't. , 1 ' h: r. (ln ^t t t j u ,' . ,. j . + ' ' , ',f t: d• b 'Y ,' i ` '[.��^ 6 • , t . �y j�� •. r, F a r t , • f•, • S • I, • • `l-`►j 1 1'• City O T'uk{ . da Appllca( II i-) { `- _ / f , �J y i w '...w . f 1 J (-/ O I / • o l d; '',i� Central Permit System - Engineering Division � , .\ �) 6300 Southcenter Blvd, Suite 1/100, Tukwila, WA 98188 Phone: (206) 433 -0179 UTILITY PERMIT APPLICATI • PROJECT Site Address: ' -1 C) z .. -- j r, INFORMATION. Name of Project: h - , . - t if )t^ N16 • V Pro•ert Owner: r` • _ At .. A - • C I-4' Phone No.: 62 t z ei q y Street Address: •'? T-_■' d 0 - U • 1 (10 City /State /Zip: ei<`r C qe,;� Engineer: Phone No.: Street Address: City /State /Zip: Contractor: R .� Cr 431 --•� •) •Z. �% L,N �c�iti� � Phone No.: �,,, Street Address: p , , ' \QQ N A1%. City /State /Zip: q j L+: . King Cty Assessor Acct #: ;5' "7 y0 pg Contractor's License #: x^-2.51 N- L.Exp. Date: . / PERMITS. :. ;:• ❑ Channelization /Striping /Signing ❑ Sewer Main Extension Cl Private Public REQUESTER : ❑ Curb Cut/A_ccess /SJdewalk r , ,1 ❑ Storm Drainage 0 Fire Loop /Hydr. (main to vaulp- No.:. Sizes: ❑ Street Use puJ q, -o 39 2, 0 Flood Zone Control f3o,Gy "}• 64.; Qteuera Water Main Extension ❑ Private ❑ Public 0Z12gIRs ❑ Hauling ❑ Water Meter / Exempt: - No.: — Sizes: ❑ Land Altering cubic yards Deduct ❑ Water Only ❑ ❑ Landscape Irrigation ❑ Water Meter / Permanent - No.: _ Sizes: ❑ Moving an Oversized Load ❑ Water Meter / Temporary: - No.: _ Sizes:.-____ Est. start/end times: Estimated quantity: Date: Schedule: ❑ Sanitary Side Sewer - No.: ❑ Other: WATER ?METER ;, Name: Phone No.: DEPOSIT /::•'::: =REFUND /BILLING Street Address: City /State /Zip: :MONTHLY ::`;;.... Name: Phone No.: SERVICE '; :`; >;. BILLINGS TO:. ' : Street Address: City /State /Zip: ❑ Water ❑ Sewer ❑ Metro ❑ Standby : DESCRIPTION OF "PROJECT ❑ Single - Family REeEIVED ❑ Multiple -Famil Dwellin• ❑ Hotel ❑ Du•lex ❑ A•artments ❑ Other: No. of Units: ❑ Motel ❑ Triplex ❑ Condominiums DEC 2 7 199! Er f ffice farehouse ❑ Church ❑ School /Colle e/U `; ❑ Retail ❑ Manufacturing ❑ Hospital ❑ Other: PUBLIC WORKS MISCELLANEOUS: ❑ New Building ❑ Remodel/ Square footage of original building space: INFORMATION ',.. Square Addition Footage: Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ ` 7 . " ` "i HEREBY CERTIFY THAT I.HAV READ TH!S APPL/CAT!ON AND KNOW THESAME::TO BE TRUE AN ;CORRECT Applicant /Authorized Contact Person ..---� j t S .Agenignature: . .+�f• ,..J, 64 - ,.., Jprin n.m- : ---) O _ v - i I Print Name: 1 1 • I, L • a Address: 11 r r,_ ) .� howl ► e■ Date: • Phone: 2 • - , -22 2_ Phone: 2, 1 Date Applica ion A cepted: I Date Application Expires: 04/22/92 1 > .... - .:.... . t..x e-.w ...s:.l. .:.�:1:.r. raa °...-ur: ,r ....,., -.w n»„ ,. . nnm,. n....,,,.......,.,,,...,..... .wiu<...sw,Yx.a.:ewwn++<.vur.:: �. dxs' Lw�lYdlevp?! Y.' C: Fr.. n" YS: �S. islr YttkAS! tz.+ tt9ctisn>. a.. . xexra..,+ n, w. w,+:.. wa+. n-. �r, ..•«....,................... _._.._.. ....... ...__.._. 11;''1 5' - . P� t �� City of Tukwila la John W Rants, Mayor mss pe�� ��� ' 1,V • ;• 4p1..� Department of Public Works Ross A. Barest, P. E., Director e'oa a, 1 NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: tp PUBLIC WORKS ENGINEERING DATE: October 19, 1995 SUBJECT: 180th Street S. Building/Tri -Land Corporation 6750 S. 180th Street Project No.: P95 -0097 Activity Nos. PW95 -0330 Landscape Irrigation PW95 -0331 Curb Cut/ Access /Sidewalk Contact Person: Mr. Royce A. Berg Phone No.: (206) 583 -8030 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON October 19,1995: PERMIT FEE PW95 -0330 Landscape Irrigation 25.00 PW95 -0331 Curb Cut/Access /Sidewalk 25.00 Total: $50.00 Two copies of the confirmed Utility Permit Application Form with a set of plans are attached for inclusion in the permit file. If there are any questions that may arise, please advise me at the number below. JJS /mv Attachments a/s • cf: PW Utilities Inspector (w /copy of application/plans) Development File(w /copy of application/plans) -- 6 0 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 4310179 • Fax (206) 4313665 • . . .. .. ... ... r. D ,• =• i� f• E' � }��••'IL7r. rlla OtAblAPCW 6 ...... ., , LANDSCAPE F r ( , Permit No: P',rrr9 5- 033e ( - Issued: 1 0.. 19,'1 )95 t Status: I'S'SUED ; pp='C : =• Lott;r : 10/13/1995 Project: APPROVED BLDG Ep i res: 04/16/1996 I Site Address: € 750 S 180 ST • Location: € 7 5O S 130 '_,T, ALONG S 130 ST FRONTAGE ' Parcel #: 352304 -9095 Watercourse: W e t l a n d s : S l o p e s : N Sewer: TUI :,WILA Water': TUF:.WILA Contractor License No. : RI_iYEDC' 251 BZ ' TENANT 180 STREET SOUTH BUILDINGi';aCA.UI, Phone: (206) 624 -4494 1325 FOURTH AVE S UITE:. -#1; ►4'l:r: °.'ii EA:.:TT'L A,,- �� ?1111 OWNER TRI -LAND OW COP.POR,a,T:tO L.,�z,.° �' > j.,,,jlt f•.. C °It�l� : :. 1,.�;'`;�.j.1t. rit_ (x..06) 6...4-4494 1 4TH AVE a,1f'I,J ='d #7 9411,, BE .•SEATTLE., WA `�31Oj .i*� ,, ENI3INEER LPN ARCH' E Al' F?ta .k' s:. E ,,0 ,,. „... 'u' : >3'3 -3rs' 11 1201 4 TH At1E;�''a SUT`TE�`',1`:l1'4.` ' !-)3.1 i At. ' ,•,,1? • } k h h h 'k 'k 'k k ' k I. O NC TOR ROY E. D00HAM 4 t„-r-)Ml ,`, " o ie . '.2d:�, 3u - 4. i� 7 G rJ x � P . (% . Ci l .� f � �; %1 � }ti� R � �A w)� •a r,' ,a ,� � LL�' ' 'ti,. }�,;ti (;INTACT R0Yi. , ' 'x1 7 1ER'ia ` ' :Y Y L P 4 ARCH TEC �S ` °•� + r1/1110(20 ,'" .c`• -,ti 3. - 12031 0 31 F' Lt I A . R T1+1 AV =' ':, 'Set # 19(c). �,,_.,,Lx' k • r' LT f L E • WA 118 %_, 4 ,y k ' A' 'A• 4 k '4 ' k � k 4 h 'k k 'k ,�S,k h A N l k h 4 A h � ' M ,Y ' y4 •,4 .4 •k k;k ✓`4 L •.4 4 •k y k .4 P • •k i �k "h k � ':4 •4 • k � � 1 •h k h A •k 4 k A' :4 ' n a P, pi ti: D c, r i pt i on 1 ,,l ' " ' ' cr 'i a LAND .P:E;;/IRP''I. ATIUN'' Mf , xr/ NS, 7, P REMLOV;�L k ° ry -' : r : 1 ' 1:1;;,1 4 OF Ek,I':.1'T� , ,JT R EET, "TRLE'_,. <AND PLANTIf•Nt,•..NE,W 4 . , ,, 4, FLAME .7.,', L SH (FRAX'INU OXYCA:k A-,.....:.;0 T PE y � ' CITY OF;ITUI�:;WILA IDEWALI':PND- TREE I PROVEMENT. :, :.,:. 1. "t P R U J E C T ;, f, !},,' • Ex.:isting 5gtiar•e Feet t . dditic�nal _�=ivarse Feet,: ti New Square Feet. , 2 ' ;Y Iri:peC t 1 uri' Fee 7 . 1.5 ' .. Acct No. 401/342, k: Fee 1, 1' Plan Check ; t 1. ,0 , A.cc.t. rtt:, • : 'l1l� / ..1,?� TOTAL FEES";. 25.00 i _ x'.,,� King County Va1'uatjon': '., V 'a it! et tai • r�,Prj .00 4 4.4.4.4.444 4•kk•4k *•4•4 4•4•4k4h 44.4 4.x 'kk 4 4 4 4•4.4 k k4 •4* k '4.4•i.4 k k*'A• 4 4 k k4 j,k,1.4'.4•.4 4'k*.4•A 4• 4M11Re� = •h f k 4 4*'4kk* 4.4* . I hereby a1.1:•e�?t°: th - i : •peen i't:• ,arid agree .t,0 ab i ti , x,. ppt c�ah, :•ec: � �o n. of the . City of Tukwila.., unicri i;1', Cad'e We agree that the City 4,a' P t• � ,rof Tuk,rJ�i`F1•�' = ha 1 1 be hel'1 har•mles: a'r �, } .. :l'�a`•i.m . �ar•i iri�g �a , , tl it ' i ; tt; °Ch o Sect Permit; which ha :.' l;ap - i d'' hev'}nd the `'exp:i r•at i' r date shall r,e "i u,i''r•e a re-application an�i" ." E r�� i's,s.uant..e of the per�mi t . C17r•n!r!4h the I: i t'✓' -., # an a d d i t i o n a l foe. THE APPLII:.A MU NOTIFY THE : IT`S INSPECTOR' UF, 4T AND COMPLETION OF AT ' A'" 2'' • , HOUR'S IN '.:ADVAf1C;E,:.'..,.TO ',S.CHEI. LICt i AN INSPECTION CALL 433-0179. r _ - ! S i gn a tlir air A / itr ' W4)4 Da te : 4'4 '4 *7ik; • k; ;;;44•444884.44444444.4••444k•A 8.44.4444• kk• 44 *•4.4•kk -k APPRiOVED FOP I'SSUANNCE BY: JJS issued By: ��'iOi, Date. (a Jg Authorized � Pei mit Center 'Signature 44 .4 .4 :4 4 '4 •4 t4 4 4 k 4• '4 4 4 4 4 4 4 4 4 '4 . 4 .4 '4 .4 4 k 4 .4 - 4 .4 .4 k '.4• '4 '4 4 •4 4 '4 ;8 .4 .4 '4 * 4 4.4 h •4 ,4 4 k '4 .4 k '4 4 4 '4 .4 4 4 4 4 4 4 •4 '4 k 4 .4 '4 . 4 I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the ' project approved herein. Final Inspection Approved: ved: Jriapec;tor• 'Signature - Gate • • • }.:... h ?..: ...) ... ,.... ..m+ .. :ti:h5 .. 1.a;.. .r. ... ,�.,. ,s.,..,.:",n ....,. , .: «.,vw;om,•,*...,,,.. ..... r, wsn...,+,-,a w+ mr:., �s..'- V� :!ti+_'': ?'Y'?:. ^.7[7c ;xrf#;ia., .,.�. ,..,,....•..,•......,. « ..............«....,...,...,» ...,..._.....«............»_....-... ......,...«..».... «....,., -« «.. CITY OF TLti:,WILA Address: 67f0 5 180 ST Permit No: PW95 -0 30 'Suite: ATTN:JACK LINK@ TRI -LAND Tenant: 180 STREET SOUTH BUILDINGG /VACANT • Status.: ISSUED Type PW -LI Applied': 10/1211995 Parcel #: 352304 -9095 ,Issued: 10/19/1995 'M•4:4**•44*•4 *****'k 4•4*•k.**'4 4 **•4*** 4* **•k k 4 *•.4 4•k**•k* * M•4 k•k•k*•k *'k **•k k**•k*'.4 *•4* k'* "•4 c Permit Conditions: ��, .�� ..;,.+, 1. It shall be verified i tf nZ ' Inspector e C .a r k , ir� :ft ,;, . i �l.. ties ' that the land::+cape,,, ' 5i:g l . cOlt `";� ? hate Department of Haa1'lpr"oved daub 1 check -1, �'gs:,emb l v. . This shall be dci",,e Or•io,� 'ti f,b Fi Vi a' Insp c..ioit 2. Tenrpor"ary er� +�ori ror�etr �a, 1. a ).� 11 s n, }ylem ti,G �a�r • the first Ai e'r cy �sjp� . us+ tcf' se (n lit.o ' i to or iirt4o /eroic.t'i to c j,1 i ie• .. 3. PRIOR AM AXRRA 3 Wt: AP P1 \ I " T 'SHALL `� .oliBMIT ,F qittl .1 , PUBLIC WU RK'��eR R 'sET: : p„1.,A s 'sHowiNt.�r�PRI.�'0 • IRRlGray L�i+i Ml'1GI CATION'3� ,, h /.././ t �, % 'v" , lq / , 04 kAN \ � } Z `J J j� �� a �''V"~'•... ‘ ,tt,. ;1;v"'J 'Po 00''M f ,i � �, r .*,n. ~• �', 1. • . ta ^, . .j j KC 'P i ,..{ F r „,6173 4 , ,,.., .. .., i -, %: l` ' r+ } r r ! t t � � t ( f i ' "{. "�. ■r' i , k; f,,., "» is 4 t �,+ _ —~ ) 1 t l . " 1I 1 i s r r ,ya! w,+ .'' .,�- I� `',fi ' ; .i' , � sw 5ftskr:r�:::i∎ 1 t 4 ; � '' '" .1 4..,,,, ; � / "' "'fi ` r , �' °v` 's" 4 z31 3 4', Y< 1 t' "' a. : •,✓F" r ti tl ' ' . ¢ y µ9 r' ;•'ti. 4 1 'VI Its, (.71''''.k . r ��` ^ » ... ti« "{ as k i :�. q S , {+ / \`',1,, t .;.0`-,. , :, .'ti 1 , i i K « , ,.,, r , } y . r {r' •t 4t,t rN �: � C :' � / y t ,, ,.ti <s3ai , op, 1* i , �. #J k. of . «." .1y + , u i Y :, V ' �! • n . ---' • CUPP (UT:ACCESSSIDEWALK pw-m, . ,. . „.. ( Pei. mit No : PW95-0333 ( - ' I s. s u e 1.1 : 10. 1995 Status: ISSUED Approval Letter: 10/13/1995 Project: 130 ST S BLDG Expires: 04/16/1996 Site Address: 6750 S 180 ST Location: 6750 S 130 S. ALONG S 180 ST FRONTAGE Parcel #: 352304-9095 Watercourse: Wetlands: Slopes: N Sewer: TUKWILA Water: TUKWILA Contractor License No,: ROYEDCk251BZ TENANT 180 STREET SOUTH BUILDINGOACANT-..... Phone: (206)624-4494 1325 4TH AVE SUITE #.1 ' ENGINEEP LPN ARCHITECTS 4ROYtE -- - ,, -7Thone: 206 533-8030 .,--, 1201 4TH AVE 102. : , SEATTLE, WA 98134-"s CONTACT P 0 Y C E A B ER.G':`':;''''' _ 1, '' ,,,' Plibn.is' ,206 533 -80'30 1201 4TH AVE gift E :4102 , SEATTL E 93 ,,,,.r CONTRACTOR ROY E. DUNHAM comp Arl,p ; .' PP0,9,rie:':=20,6 305-2272 P . O. 134k;;#199, REDMOND , WA )20' 0 OWNER TRI-L06 rCKV pATIONjA,LINK ' 0 Ph. .:Inii1(20 io . ..k.,\.....4-4494 13250TOURTWAVE'STE WA 93104, t& .-.* *4 .k*4 .**4**4.*A44 444*****4' 4 .*4 *.8 **4. k14 4 -4**4**4 1 4,,4. 4 4. *4**ANI,4. k414, k . „ri f . , . , r t,!, A d d i t i o n a 1 per,m i t De s c r 1p i o n : ''':-.,.\:i. .. ' '',., .,„,„- ,,1 ,4 REMOVE E*PSTH3.5 WIDE MIDDLE DRIVEWAY. WIDEN EXIS- ",, ."'..,:x' . TING EA U „ ST!DRIVEWAY,:BY 10 TO 3„5. CUT, ,,.. '''''''''''' INSTALL,( SIDEWALte.: STANDARD ,' S. .,,r, c;', .-"' -6 Exist ing S 'Feet.:, -- ?! - =_Addtt..lonal SquareT -. . ,.• . ' A'fl' t N ew ' S ' q u ' a r e e F e e t :. • ,' ' - ..: '% .' i. ;] : ' ,, ' :. .'' ' ! . -.'.5 ,...' ' . , . . „,. Inspection. Fee: . . ,. 15,00; - '. - - Acct No: 000/342>400 -, Plan Check Fee: ' .,,' ,,:„.10.00..::, ,' ', ,- ; Acct No: , 000/34t330 TOTAL FEES.,: 2.00 ,7. '.-. •,--:',il • . •t . ,:. -,,,,, ,,,,,,/ King County AtiOuatibp: ' ' ' , ',/ 1:t.i e of.. Co n's t r (vet i on,: ,:.' .'n .00 **4*.k..4.44 6, 1-4-0,10,,km,14-.14k******** I hereby acCO,t this per'Oit and agree Wabide i:::.'ecti.0,)s of the City of Tukwqa'Municipal-,Code. We ag0e that t Cly,i TukwilA!*all be held harmless'fdy all' any, claims arTS:ing a's„.„...r l t of ,thi• 07,0)ect. Permits which have lapSed, beYon the expi;-ation date'sha)1krequjAYa re-application andrefSi'Oance ( the permit through the Cl at:',46 •additional fee. ---•'„, THE APPLICANT usrNotif.:y THE CITYINSPECT0OF COMMENCEMENT' AND COMPLETION OF WORK AT L iT ' HOOP SIN ADVANCE0*14EDULE AN CALL 433-0179. IIL . , . - - ‘ - Signature: Ar,, : I f . 'A 4 —11 Ir * le .1, * * 1, *777; • •” • • *77 47 '477 4 .4 4 1 c .A. k k le* * * * & 1 I 101i * k k ;777 4. • 4' k • 1.7 * 7 0;;;; : 17474 . 5 . 1; le k i i '01 * APPROVED FOR ISSUANCE BY: JJS • 10 --9r issued By; 4 0444,44. 1 t VS1 Date: Authorized Permit Center Signature *044***** 411*k****4 **1 1144*******4. k**4k**Mkkk*k****k****41 k4. k***4 . 4 4. k**k***A I hereby certify that the permit holder who name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature Date • . , .. lu v.... «,.... »...... ...,..._._....... ....« .» r.. ..........mss,. -r .Yx cnr.it C ;tv..K's ,& P r._::VW -' ,•, ex•'.+ an..........,...-._ e.. m.. T ....r...,.......,.».....,.. .».,.....,........«..,..^•_ u. _. »........_..•...........,._ ,. I ` 'a '' CITY OF TUk:.WILA Address: 6750 S 130 ST Permit No: PW95 -0331 ''suite: ATTN:JACI'. LIN1:.@ TRI -LAND Tenant: 180 'STREET SOUTH BUILDING /VACANT Status.: ISSUED Type: PW- CCA';s Applied: 10/12/1995 Parcel #: 352304-9095 Issued: 10/19/1995 •k '4 •N •4 '4 •k •4 .k •4 •4 •, •4 4 '4 •4 4 •4 •b '4 '4 'k •4 '4 '4 * •,4 •4 4 •N * '4 4 '4 •4 k 4 4 4 •4 '4 4 .4 '4 4 4 '4 •4 * '4 '4 * '4 '4 '1 .4 'k :4 •4 'i 'M '4 '4 •4 '4 •4 •4 '4 •k •4 •4' 4 '4 'w ' * Permit 5 Conditions: k .'��•�r.- 1. Driveways shall comp 1y wi�i h C 0 ;:„.0ann e r a 1- D r�1vewav width shal.lg;,Lie, :a �25' m iar1�1 �• )na,��:•1mum. rs1ope s.l�a11 be ;�; =n r:'i'mum ot 1t5y ut • . Tj•n in r a ii`i�i :)1 Ir e a minimum of 10 ',�`"�s��.r y Y ' a 1 `.. , „ ' r r ,.r' , { r •rt FN kV t •vt a: t ; 7 � ✓ ... p.* 2. ::s1dews11::s. andyl.. r'b ,r•aMpc: � 1 `'ccnip1 t. t withi 4 l•i i t o sta*ti.1•a�r-d . Work: aftec.t :ryy! tr 1 �h =a,f�l14owt . s. 1 be 10 e 1 t y >�ca f„6,1 ' wi th the . ;,ir•t"V U�t�i� 1 ?es. In sp ector', GPE GzVILLANOE,1 A \. , • 2 1 ,.t r/ 9 9. e. e, "w' P. r tM1 y{ f ' p� @ C 2 l 6) . 4 4'31- Q { 1 / r „ ,u `I.. � �, 4 . CUNTRP R SH CONTACT .R�:l:i'�n „, PW : sCr4f u P L`l f3 tir ;, • ca l'20Ci' f; <,433 -0179' T� ` l'OORD.J' TAE CONDUIT PLACEMENT LTf1G.EF'r ,, z 1 },, NEW S'TOEWALK•: PRIOR` TO AN'�' •'•�3I•Q'EWALK /0'RIVEWAY CUN'Si:P.UI.TI'ON. \ „ 5. TURNUVER C1r7.CUMETS FOR .,,fiTE NEid� "LIDEWALI�:,S REQUIRED . `C0NTr (rT' y�' GP, EI�'Xi w , LL'ANCIEVA:; ' PW UT roR @ 4'33 -01 7i? '° r `; s�z+p h. The s id e w��1`i; on p' -P p e t.,v =hull be turned nt 1 o A rk • t he )'C } i tv �I.on w th op r• itit e r e.0 iVi e men t do tunien- 4 t Litti 4 �r ° h prior• to t .,f ir`\'a Ir i a pe:ot , , ,i.S'� , �.? 4 ri '' 7 7. Temporary e;ro i :1;.Q o n ure ' be, entatiun i nip le men tt d t�` ) the' f i r`:'t'';cr• der .ot .b'u:,i e c".. '4't' el ix-41 7..i - I' 1 ° '- ,� �'`' i C '6: ".o r' i n' e v i ^,t i n s s -tco r• 1 lti r a i n s t ' t.a'e. 1 'I i t i e :. 0 razs:•;',r.vx i N 10 "1 , '�ti••trn ;.itz%-e . { ,; 'r+t r r ; f / „. , t y .. ` . �' t,f 4` , ti '. �..tj 0 ;•«�taf{�y t, . 11 t YI, Sl r u^ i� �i "" r t i, 0 , 7 ti s. 1, `y {`,Jk^ '''',° .. ; ie r.. f t *Y ,`� y 4. t , + 41 47' b t!. • ^- .... ' '' 0 c3, i_ 4i • '- ' YV i .AA 'i' .x S 4: � ^ ••,, y� � 0 3� ,�4,�py 1 r 'tiy _ ; Ct � l t *5 if , ' S I, N'» f I / •ti t #• a . ¢ .••.. ` 4 �n ±rt7` e'rsr.• yrt:7+` . ,". "' " }}} � ° ° °. { 3: w+ • • • • • . - ....... City of Tuk 'ila App(ic ►, n 4 �5 0 �J 9 �? o � 12, Phone: Central Permit System — Engineering Division -, 6300 Southcenter Blvd., Suite 1/100, Tukwila, WA 98188 Phone: (206) 433 -0179 In 'h r _ " r9 oa _ U TI LITY PERMIT APPLICATIO ; S_0330 PROJECT <`:: ::::: Site Address: 6750 South 180th Street ► 4 • .!NFORMATION :' Name of Project: 180th Street South Building • Property Owner: ' - . I . • • • . 'on a i f . Phone No.: 1 . _ , , _ , , • , Street Address: 1325 Fourth Avenue, Suite 1940. City /State/Zip: Seattle, WA 98101 - Engineer: LPN Architects Phone No.: 206 - 583 -8030 — Street Address: 1 201 Fourth Avenue South, Suite 102 City /State /Zip: Seattle, WA 98134 Contractor: Roy E. Dunham Company Phone No.: 2Q6- 885 - ?27? Street Address: 8708 152nd Avenue N.E. City /State /Zip: Redmond. WA 9805? King Cty Assessor Acct #: 352304 -9095 Contractor's License #:ROYEDC -251 BZ Exp. Date: 1/ 1/96 ....,._..,.._. 11 PERMITS:::': ❑ Channelization /Striping /Si ❑ Sewer Main Extension ❑Private ❑ Public REQUESTED :: EV Curb Cut/Access /Sidewalk Rework & ad new torm Drainage ❑ Fire Loop /Hydr. (main to vault) — No.: _ Size s i d ew 1 fak treet Use PIA) qg- 03' 0 ❑ Flood Zone Control Water Main Extension ❑Private ❑ Public . P W ci s-. 0 3z ) ❑ Hauling / ❑ Water Meter/ Exempt:— No.: _.__ Sizes: /0.. / 9 , 9 ❑ Land Altering • s Deduct ❑ Water Only ❑ Q Landscape Irrigation Rework existing & new ❑ Water Meter / Permanent— No.: Sizes ❑ Moving an Oversized Load street trees ❑ Water Meter/ Temporary: — No.:.__ Sizes: Est. start/end times: Estimated quantity: Date: Schedule: _ ❑ Sanitary Side Sewer — No.: ❑ Other: 1111_... .._....._.. ::'WATER: METER , ;: :: Name: , Phone No.: DEPOSIT/ REFUND /BILLING Street Address: City /State /Zip: M 0 NTH L;Y::: :: Name: I Phone No.: • SE;RV ICE `:::; �13ILL1NGS TO: Street Address: City /State /Zip: ❑ Water ❑ Sewer ❑ Metro ❑ Standby DESCRIPTIONOF :;PROJECT"::: ❑ Single- Family Residential RECEIVE! ❑ Multiple - Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments ❑ Other: No. of Units: ❑ Motel El Triplex ❑ Condominiums a� 3 1995 CX) Commercial/Industrial ❑ Office ❑ Warehouse ❑ Church ❑ School /Cg M lt y" S � _ Existing f a c i l i t y ❑ Retail ❑ Manufacturing ❑ Hospital ❑ Other: • • UItSCE I ANEOUS ; ❑ New Building El Remodel/ Square footage of original building space: INFORMATION.: : : Square Addition Footage: Square footage of additional building space: King County Assessor's valu 4 i4n of existing structures: $ N/A Valuation of work to be done: $ ±6000.00 1: HEREBY, CERTIFY:THA , 1 �1� AD APPLICATIQN : AND. KNOW :THE :SAME .TO.:BE TR A ND C ORRECT Applicant /Authorized / Contact Person ,�, �,�� ig_ ref ,S�g_n�tur L - ifu M1 1 11P0 Z j (print name): e. . fJG�` Print Name: vu ► . ` '� j - Address: ! 1 6A lia Date: 01111 9_5 Phone: ^ f � I.D' ( M. Phone: 96 rb� Date Application Accepted: CITY oW TUKWILA Date Application Expires: Io- t3 RS,...,- 4� 4nnr- 1- O U- q 41..11_.. 11.. 04/22/92 PERMIT CENTER „.,. .,:.,,f,.....•r. ,: :, s::..n,;,vr..x : ^::;r.....'m:.r ?.. *.trrRK <;:. t..:� .. i's; +, ..J %:' -, . , ,...+ ..._... ,.... ,, ,> M .,. «..., ,........ •,........ _. .. ....... . _... _ ............... . . ... »_. • • L _ 1 13°5-0029 • GENERA 25.00 • •l*.\*.'*.:4 * i1 * h*AkA*04** 0 l.:'• A•k** •h* *4•. * *4•.4•A••I••A;k *• -,1• it •,1*.4•ki.A A*,i *0I.4:k+ GENERA 25.00 F:l: r OF Till: WILA. W(•1 TRANSMIT TOTAL 50.00 A kA ** *tA * *k*Ak•l.*i• *i.•4 * +.A1.* *': t• k• 1; FA** 4.** 4.A *AA* *AA*•,'+dril *•A *i.A* *4* CHECK 50.00 TRANSMIT Number:' 94002132 Amount: 25.00 10/19/93 15:24 CHANGE 0.00 F'a. .'ner,t; Method: CHECK Notation: LPN ARCHITECTS Irti61 47 §V 71.89A000 i5:46 Permit No: PW95 ••0;:111: 1'ype• F'W•l':C,fl:l CURB CtIl'!ACLE S /,373)L Parcel No. 352304• -9095 4 Site' Addr•essr:.6750 S 180 ST Location: : is'? 0 3 1130 (: ; ALONG. 3 1k30 (3T FRONTAGE Total C'oes. 25.00 This Payment 23.,00 Tot:.l ALL Pmts: 20.00 . Ga'1arice. .00 *•Af•a• * *A1tA**h•k *A *:1A• Ale. A *•Ic:A•k•A•.k.A *1k **Ir•h•A•IcA k4 9itA: AA**• k• •l•.A*•A•4•A•.A.1:A*•A *•kk• Account Code Uesc;r^ i pt i ar, Flmc'urtt; 000/345.830 1l_( CHECK - UTILITY 101,.00 000/342.4400 ] :NsP 4 LE - UTILITY 15.00 • s- 002 • • * •A ' * A * M A. A** 'Iv .4 A** A. 0. l;A A.0*•. l•A;.. A * k• A•..A.*• �, k0 4:A A*A**• A• A .4 ..:.*•A 4:l•:A• A;ch.l •k *A •A *** CITY OF 'fUKWILA, WA TRANSMIT . 4:*•A* * *A *kA *1,*.A** *l..4* ** •dA*A4 4, * i.• k* A**• A;+. k*• A• A * * * *.A*A4:•A.• *o*�.* *•a *k.i* Tit Ai;3M Nurnhi r 9/003131 Amount: 23,00 10/199/9. 15 :23 Pt,yme.r1t; Method: CHECK Notation: LPN ARCHITECTS ]:nit: MEV Permit, hoc: PW:45••0330 Type: PW-•LI LANUSCAPEE 3 :kRIOATICIN Parcel 4o: 352304.9O90 S i t e tldclr'esis: t.? •750 S 180 ST . Location: 67(50) a 180 ST ALONG 8 . 1$3() 3'r FRONTAGE Total .Fees: 25.'00 This Payment 25.00 Total ta1_I. Pints: 25.00 ' Balance: .00 *kA*k*• k*...4 k*• A.: c: A.* 41. 14*•4•A*.ti *•*4.'.4* *k: {:4...4.k 4;4 *4**..4k.4.4•.44•. k4••4•A..4 Account Code t)e c:r i pt A crn Amcurit 000/343.830 PLAN CHECK UTILITY 10.00 401/342.400 ]:Nt P FEE F'L.H /LI WME 15:0O • ' 1994 Washinato .ate Nonresidential Ener. Code i.Iiance Form :Envelope ; r Climate Zone ENV -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms April. 1994 Project Info Project Address eori c , -r>+- ,�-- Date _ lLA Wkc For Building Department Use DeaStGrJ 11•)D1. Applicant Name: Lp Q.t --� cu Applicant Address: t2„ ,44 Ave- S •sut• - • Applicant Phone: 2 - 5� by 3 a 'Project Description ❑ New Building ❑Addition GeA teration ❑ Change of Use Compliance Option ❑ Prescriptive ❑ Component Performance ❑ ENVSTD ❑ Systems (See Decision Flowchart (over) for qualifications) Analysis Space Heat Type ❑ Electric resistance tad All other (see over for definitions) Total Glazing Area Glazing Area Calculation (rough opening) Gross Exterior Note: Below grade walls may be included in the (vertical & overhd) divided by Wall Area times 100 equals 7. Glazing Gross Exterior Wall Area if they are Insulated to the level required for opaque walla. X 1 00 = Concrete/Masonry Option ❑ Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly in the table below. Envelope Requirements (enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heated/cooled space insulation on Interior - maximum U- factor is 0.19 Minimum Insulation fir- values Insulation on exterior or Integral - maximum U•factor is 0.25 Roofs Over Attic If project qualities for Concrete/Masonry Option, list walls All Other Roofs with HC 2 9.0 Btu/fta•'F below (other walls must meet Opaque Wall requirements). Use descriptions and values Opaque Walls from Table 20-5b in the Code. Below Grade Walls Wall Description Udactor Floors Over Unconditioned Space (including insulation R -value & position) Slabs -on -Grade Radiant Floors Maximum U- factors Opaque Doors Vertical Glazing Overhead Glazing Maximum SHGC (or SC) VerticaVOverhead Glazing , 1 • Sembheated space' Minimum Insulation R•values Roofs Over Semi- Heated Spaces' 'Refer to Section 1310 for qualifications and requirements RECEIVED Notes: CITY OF TUKWILA O CT 3 1 1995 PERMIT CENTER 1994 Washinato r - ` ate Nonresidential Ener• Code � m • ilence Form Envelope Summ (b.ck) Climate Zone` • EN -SUM • 1994 Washington State Nonresidential Energy Code Compliance Forms - April, 1994 Decision Flowchart Use this flowchart to determine If project qualifies for the optional Prescriptive Option. for Prescriptive Option If not, either the Component Performance or Systems Analysis Options must be used. • 1302 Space Heat Typ For the purpose of determining bud tan ding envelope Electric Resistance: Space heating systems which use electric resistance elements e: requirements. the following two categories oomons. s0 space heating types: l ( as the pnmary heating system including baseboard. radiant. and forced air ununto. Other Ale other space heating systems including gas, solid fuel, oil, and propane I Start l when the total electric resistance heat capacity exceeds 1.0 We of the gross • space heating systems and those systems listed in the exception to electric I conditioned floor arse. Exception: Hest pumps and terminal electric resistance resistance. (continued al right) y heating in variable air volume distribution systems. ' Electric Resistance no \ * Heat? • •" e yes ■ � ' All '. / `• Masonry . •' Masonry N. / Alt c walls R•11 ; ` *Q(Jall Criteria i Wall Criteria OK7rE- walls R•19 i s dpsulatlon7.•` no N (below) yes yes ■.(below) / no "-insulation?/ e ys • t no 'TO I yes ....• i 40% \ ' / ' < 25 % ., • 420%x. Ye !' <20 % � guing: no �� no� ... yef`aat 9Zno no•C,az1 ?/ I s , Y Y Y r Alt Insulation Installed? I I All Insulation installed? All Insulation Installed? All Insulation Installed? Opaque Walls R.11 , Opaque Walls R.11 Opaque Walls R•19 Opaque Walls R•19 Below grade walls (ext) R•10 ! Masonry walls (int) 1.1-0,19 Masonry walls (Int) U -0.19 Below grade walls text) R•10 Below grade walls (cthr) R•11 :Masonry walls (other) U-0,25 Masonry walls (other) U•0,25 • Below grade walls (othr) R•19 ( Roofs over attics R•30 I Below grade walls (ext) R•10 Below grade walls (ext) R•10 Roofs over stets R•38 ,Alt other roofs R.21 {Below grade walls (othr) R•11 Below grade walls (othr) R.19 All other roofs R.30 IFloors over uncond.sp. R.19 !Roofs over attics R.30 Roofs over attics R•38 Floors over uncond. R.30 ISlabs•on•grade R•10 jell other roofs R.21 All other roofs R•30 Siabs•on•grade R•10 Radiant floors R.10 ,Floors over uncond.sp. R•19 Floors over uncond, R•30 Radiant floors R•10 Opaque doors U -0.60 161sbs•on-grade R.10 Slabs•on -grade R•10 Opaque doors U -0.60 !Radiant floors R.10 Radiant floors R.10 Glazing Critena Met? !Opaque doors U -0.60 Opaque doors U -0.60 Gluing Cntens Metz Gluing Vert OH 1 r Gluing Vert OH Nee % U U SHGC Gluing Criteria Matz Glazing Criteria Met? AJea % U U SHGC 1 00.15', 090 145 1.00 ,Gluing Vert. OH Glazing Vert OH 00.20% 040 0.80 1.00 r 15.20% 0.75 1 40 1.00 1 Area Y. U U SHGC Area % U U SHGC 20.30% 0 60 130 0.65 1430.15% 0.90 1.45 1.00 00.20% 0.40 0.80 1.00 yes I no 30-.40% 0.50 1.25 045 1 15.20% 0.75 1.40 1.00 1 20.30% 0.60 1.30 0 65 yes no no I !yes 1 30 -40% 050 1,25 045 n I o I yes 1 1 Y ,1 Prescnptve Y • Path Allowed Y Y y Component Performance or Y Y 1 Systems Analysis Required • - .. 1994 Washingto Qtate Nonresidential Energy Code Compliance Form r Build P Pla hecktist ENV-CHK 1994 Wasmngton State Energy Code Compnance Forms ADM. 1994 Project Address 6,-7So - S. I' c J T ' i L1kl,k3 l(.4 \tQ1• Date (D -ao - The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. • Applicability Code Location Building Department circle one) Section Com • •vent Information R • • uired on Plans ' Notes GENERAL REQUIREMENTS (Sections 1301 -1314) . 1301 Scope Unconditioned spaces identified on plans If allowed 1302 S • . ce heat j• • r ye e n.a. Electric resistance es • n.- . Other Indicate on plans that electric resistance heat is not allowed r yes no n.a. 1310.2 Seml- heated spaces Semi heated spaces Identified on plans if allowed • 1311 Insulation X r aR 4e2Ucoe• 4iit2'•rno n.a. 1311.1 Insul, installation Indicate densities and clearances 4 1517 no n.a, 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; P P. 3O Indicate baffles if eave vents installed; Indicate face stapling of faced batts es no n.a. 1311.3 Wall Insulation Indicate R•value on wall sections; Indicate face stapling of faced batts; " 11 Indicate above grade exterior Insulation is protected; 4 eicter4. 'Sr G . Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls it masonry option is used or if credit taken in ENVSTD; yes n n.a. 1311.4 Floor insulation - Indicate R -value on floor sections; • Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow throu • h foundation vents yes m n.a. 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; e.K FL R • Indicate slab insulation extends down vertically 24" from top; • tJC31" IA)'SUI , Indicate above grade exterior insulation is protected yes no n.a. ' 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab Insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate Insulation also under entire slab where req'd. by Official , es no n.a. 1312 Glazing and doors Provide calculation of glazing area (including both vertical 1 — vertical and overhead) as percent of • ross wall area ,Cf, no n.a. 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); • Indicate If values are NFRC or default, If values are default then specify frame type, glazing layers, gapwidth, low-e coatin•s, as fillin•s • no n.a. 1312.2 SHGC 8 SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessa ) 1313 Moisture control ( no n.a. 1313.1 Vapor retarders fndlcate vapor retarders on warm side no n.a. 1313.2 Roof /celling vap.ret. Indicate vapor retarder on roof section; Indicate vap. retard. with sealed seams for non -wood struc. eril no n.a. 1313.3 Wall vapor retarder Indicate vapor retarder on wall section r . • 1994 Washingto "'ate Nonresidential Energy Code C ^mpliance Form B uilding Permit Plans Checklist ,. ENV -CHK • 1994 Washin•tor -gtate Nonresidential Ever. Code ¶ ^m•liance Form Envelope UA Calculat • ns ' Climate Zone 1 ENV -UA 1994 Washington State Nonresioeneal Energy Code Compliance Forms Apnl. 1994 Project Address '75o 5, (e -.r Date 10 _ 0 �t9=. Space Feat Type ❑ Electric resistance ri All other For Building Department Use Glazing Area as % gross exterior wall area % Concrete/Maso. 0 • tion 0 Yes ❑ No Notes: It glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete/Masonry Option is used, Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13-1 for correct values. Building Component Proposed UA Target UA r _ __- .....�.............._.___--- _. - -- 1994 Washin•ton fL9te Nonresidential Ener• Code Com•Iiance Form Envelope SHGC Calcu ions Climate Zone 1 ENV -SHGC 1994 Washington State Nonre sidential Energy Code Compliance Forms April. 1994 Vertical Glazing Proposed SHGC Target SHGC List components by assembly ID & page # SHGC' x Area (A) = SHGC x A SHGC it Area (A) = SHGC x A Plan ID: Plan 10: Glazing % • Electric Resist.• . Other Heating 1 c Plan ID: 0-20% •• 1.00 . '1.90 > Plan ID: >20.30% ' not allowed 0.65 Plan ID: >30 -40% • . not allowed , '. '' 0.45 • . Plan ID: (see Table 13-1 for Conc'Masonry'values) *Note: Manufacturer's SC may be used in lieu of SHGC. .....� Totals! Totals For compliance: 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC, Overhead Glazing. Proposed SHGC Target SHGC + _ _ List comp onents by asse mbly ID & page # SHGC* x Area (A) = SHGC x A SHGC x Area (A) = SHGC x A VI Plan ID; ��� � ��— t Plan ID: Glazing % • Electric Resist. Other Heating 13 Plan ID: 0-20% 1.00 1.00 Z Plan iD: >20-30% not allowed • : '0.65 > Plan ID: >30 -40% not allowed 0.45 O Plan iD: • (see Table 13-1 for Conc./Masonry values) 'Note: Manufacturer's SC may be used In lieu of SHGC. Totals Totals For compliance: 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. T arget Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM) exceeds the maximum allowed In Table 13-1, then this calculation must be done. Use the resulting areas In the Target UA and SHGC calculations above. Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls - 2: 00= 3: VG= Note: Glazing Area 1: OG= OG = overhead glazing Opaque Area 4: 5: 6: VG = vertical glazing Gross Exterior Wall Max Glazing Area Maximum Target Area (Table 13.1) Glazing Area r Ixi %I+I 100 1=17: 1 . Target OG Area in Roofs over Attics Target OG Area in Other Roofs 1: Max OG Remaining 2: Target VG Area For Target OG's, circle 17: I — 0 lesser (circle) =18: I — a lesser (circle) -- I9: and use the lesser values both here and 7: 8: below. ■ Proposed Opaque Area Proposed OG Area Target OG Area W Target Opaque Area Roofs over Attics 4: 4 . 1: _ 10: = '13: Other Roofs 5: + 2: –. 11: = 14: . Total Target OG Area (sum #10 + #11) 12: . • Area Proposed Opaque Are _Proposed VG Area Target VG Area Target 0 aque Area I Walls' 18: i +I3: I I= 15:.' Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. Target values 9,12.13,14 815 (shaded boxes) are used In the applicable Target UA calculations on the front. • Target values 9 812 are also used In the applicable Target SHGC calculations above. • 1994 Washington State Nonresidential Energy Code Compliance Form MViechanicat Summ L MECH -SUM 1994 Wuhinglon State Nonrostdential Energy Code Compliance Forms July, 1994 Project Info Project Address 4075 a 1 z N .. Date to 30 _95 �• r - LA‘to it..a.. WA" For Building Dept. Use 'Des I ' I M P© I KIVihe Applicant Name: LP R61,4f-r - - T r y PI. A � . Applicant Address: 1 .241 .1 mre S. 2 Applicant Phone: 204v 3 - 0050 Project Description 4t C). a Nod RIG ReistisT - 1 - YrS - a cfc-iClci, Briefly describe mechanical II ^^ '' _ system type and features. f nn ,��,, I. I5 67 tit ' ' W - 1 4 rEi 67 M 1 D Compliance Option C3 Simple System 1.3 Complex System ❑ Systems Analysis (See Decision Flowchart (over) for qualifications) Equipment Schedules The following information Is required to be Incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required Information below. Cooling Equipment Schedule Equip. OSA CFM SEER ID Brand Name' Model No.' Capacity Total CFM Econo • or EER IPLV' Location Heating Equipment Schedule Equip. OSA cfm ID Brand Name' Model No.' Capacity Total CFM Econo Input Btuh Output Btuh Efficiency' Fan E uc�i �ment Schedule Equip. ID Brand Name' Model No. CFM SP HP/BHP Flow Control Location of Service • 'II available. 2 As tested according to Table 14-1,14-2 or 14-3. ' If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. Flow control types: VAV, constant volume, or variable speed. 1994 Washington State Nonresidential Energy Code Compliance Form ' ' Mechanical Permit ans Checklist MECH -CHK 1494 Wu haven State Nonresidential Enorgy Code Compliance Forms • j u l y09 - 94 1 Project Address 6 0 s y e x ."-(y r sr Date r The following information is necessary to check a mechanical permit application for compliance with tho mechanical requirements In the g Washington State Nonresidential Energy Code. 1 Applicability Code Location Building Department (circle) Section Component Information Required • • • on Plans Notes . • yes - 1:1T?R17411 • Val fist ea pumps on e•ue _ _ _ rf t r i r r lilr4rrrm qu pment - : • u e w . • :, capa -ty, e' ency yes __invi:f n•i •G� 1 you no n.a. MUM emperature zones n • cate oca ons on p ans yes no n. a.Ir'_FTITTT nd cate • •egree•ea• ban. mnmum - YIN no n.a. ___ 1 (:11rt'•Tii17�1 111111 n• ca e um • stat .1. /17;1711 MI; =1 • ,iinT•10 ftThTia7:1741:11iN; fr.' 11111111M ij yea no n.a. MUM "ea pump contro n • cate m croprocessor on ermostat s- : • u e a yea no n.a. � III 7i1TFT1 • 1 • .1 : a •.• ml?11 ,11 7.7 �� 1 yes no n.a. 111.1Mal = a an ng In. ca e • = anc ng ea res on p ans y ea no n.a, y p1� :'r1z1'TIF11t3 .,rme?a'>♦ n• cate ermostat me • - on • ans yea no n.a.M• pera∎on ndcae100°e cape • tyon• e•ue 4 yes no n.a.IIKUEUIMEEIIIIIINIIM nil cats contra s a. a to eva ua a outs .ear ' ntegra : • opera : Ducting l s Duct sealing nd ca e sea ng necessary yes no n. a. IIII n• cate - -vaue o nsu at on on •uct yea no n.5. 1,1W7f•1 i . Gt rlr 1 , • • • • • • • ■ ya• no n.a. angszi ` rr:rrirri - .: separate yer no • e . um. orm • mp ete • an. a - : • . qu pment sc odu e w types, I Input/output, efficiency, cfm, hp, economizer - CE' A - 'EAT `G A` • EAT D PO* Sect ons 14 , 5 1440 Service water htg. _ yea no n.a. 1441 lec. water heater ndlcate R -10 Insulation under tan yea no n.a. X69. • i TiTTI:TFa n • Cafe automa C s ut•o ��� 1.t 0 ( , • ... s = yes no n. a. IllarMill ' .. wa er eaters n • cate no e ect c res stance as no n.a. oo ea er contro s nd ca e s t an • o • egree contro yea no n.a. Pool covers Indicate vapor retardant cover . yes no n.a. Si 1 Pools 90+ degrees Indicate R -12 pool cover no" Is clrc e • or any ques on, prov • e exp anat on: • 2 ►D - r)E✓ S�G IJ Mee -IA-. 1994 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plan . Checklist MECH -CH 1994 Washington Slate Nonresidential Energy Coda Compliance Forme July, 1994 Mechanical - General Requirements 1413.3 Integrated Operation: Building Heating Energy: Air economizers shall be capable of providing partial cooling even when 1412 Controls additional mechanical cooling is required to meet the remainder of the 1412.1 Temperature Controls: Each system shall be provided with et cooling food. Controls shall not preclude the etxxnomizer operation when least one temperature control device. Each zone shall be controlled by mechanical roofing is required aimuhaneousy. • hndivtdual thermostatic controls responding to temperature within the zone. Exception: Economizers on individual, direct esgansion, cooling At a minimum, each floor of a building shall be considered as a separate , systems with capacities not greater, than 75,000 Btulh may zone. Include controls that limit simultaneous'operation d the 1412.2 Deadband Controls: When used to control both comfort heating economizer and mechanical cooling for the purpose d preventing end cooling, zone thermostatic contrds shall be capable of a deacband of at ice formation on cooling coils. (east 5 degrees F within which the supply of heating and cooling energy to 1414 Ducting Systems the zone Is shut off or reduced to a minimum, 1414.1 Sealing: Duct work which is designed to g operate at pressures Exceptions: above 112 inch water column static pressure shall be sealed in accordance 1. Special occupancy, special usage, or code requirements where with Standard RS-18. Extent of sealing required Is as follows: deadband controls are not appropriate 1, Static pressure: 1/2 Inch to 2 inches; seal transverse Joints. 2. Buildings complying with Section 1141.4,1f in the proposed building energy analysis, healing and cooling 2. Static pressure: 2 inches to 3 inches; seal all transverse joints thermostat setpoints are set to the same temperature end longitudinal seams. between 70 degrees F and 75 degrees F inclusive, 3. Static pressure: above 3 inches; seal all tranuverse joints, and assumed to be constant throughout the year. longitudinal seams and duct wall penetrations. 3. Thermostats that require manual changeover between heating and cooling modes, 1414.2 Insulation: Ducts and plenums that are constructed as pan d the 1412.3 Humidity Controls: If a system is equipped with a means for building envelope shall meet the requirements d Chapter 13. Other ducts adding moisture, a humidistat shall be provided, and Plenums shall be thermally insulated per Table 145. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with Exceptions: automatic controls capable of accomplishing a reduction d energy use 1. Within the HVAC equipment through control setback or equipment shutdown during periods d nonuse 2. Endnaust air ducts not subject to condensation. or alternate use of the spaces served by the system. The automatic corrects shall have a minimum seven -day clock and be capable of being set for 3. Exposed ductwork within a apace that serves that space only, seven different day types per weok. 1415 Piping Systems Exceptions: 1415.1 Insulation: Piping shall be thermally insulated in accordance with 1. Systems serving areas which require continuous operation at the Table 14.8. same temperature setpoint Exception: Piping installed within unitary HVAC equipment. 2. Equipment with full load demands of 2 kW (8,828 Btu0n) or less , may be controlled by readily accessible manual off- Water pipes outside the conditioned space shall be insulated in hour controls. accordance with Washington State Plumbing Code (WAC 51.28) 1412.4.1 Dampers: Outside air intakes, exhaust outlets end meld outlets serving conditioned spaces shall be equipped with dampers which close 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQUIPMENT) automatically when the system is cif or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open 1421 System Type: To qualify as a simple system, systems shall be one of dampers. These dampers shail remain closed In normal operation until the following: a„tivated by the fire alarm system or other approved smoke detection a Air cooled, constant volume packaged equipment, which provide system. heating, cooling or both, and require only codemal Exceptions: connection to duct work and energy services. 1. Systems serving areas which require continuous operation, b. Air cooled, constant volume split systems, which provide heating, 2. Combustion air intakes, cooling or both, with cooling capacity of 54,000 Btu/h 1412.5 Heat Pump Controls: Unitary air cooled heel pumps shall Include or mss• microprocessor controls that minimize supplemental heat tame during c. Heating only systems which have a capacity of Tess than 5,000 start -up, setup, and defrost conditions. These controls shall anticipate cfm or which have a minimum outside air supply of . need for haat and use compression heating as the first stage of heat. less than 70 percent d the total air circulation. Controls she indicate when supplemental heating is being used through visual means (e.g., LED Indicators). All other systems shall comply with Sections 1430 through 1438. 1412.6 Combustion Heating Equipment Controls: Combustion heating 1422 Controls: In addition to the control requirements In Section 1412, where separate heating and cooling equipment with a capacity over 225,000 Btu/h shall have modulating cooling equipment serve the same temperature zone, staged combustion control ne, thermostats shall be interlocked to prevent simultaneous heating and cooling. 1. Boilers. 1423 Economizers: Economizers meeting the requirements d Section 2. Radiant Heaters. 1413 shall be installed on packaged roof top fen - cooling units having a supply capacity of greater than 1,900 rim or a total cooling capacity greater 1412.7 Balancing: Each alr supply outlet or air or water terminal device than 64,000 Btu/h, shall have a means for balancing, including but not limited to, dampers, 'The total capacity of all units without economizers shall not exceed temperature and pressure test connections and balancing valves. 240,000 Btulh per building. 1413 Air Economizers 1424 Separate Air Distribution Systems: Zones with spedai process . 1413.1 Operation: Air economizers shall be d automatically modulating temperature requirements end/or humidity requirements shall be served by outside and return air dampers to provide 100 percent of the design supply separate air distribution systems from those serving zones requiring only ' air as outside sir to reduce or eliminate the need for mechanical cooling. carrion conditions. 1413.2 Control: Air economizers shalt be controlled by a control system capable of determining if outside air can meet part or all of the building's cooling loads. ' • 1994 Washington State Nonresidential Energy Code Compliance Form • Mechanical - Comppc Systems Checklist MECH -COMP 1994 Washington State Nonresidential Energy Code Compliance Forma MY. 1994 Project Address eo...750 S • ` ST Date to 3v�S r . ' The following additional Information Is necessary to check a mechanical permit application for a complex mechanical For Building Department Use system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH -CHK checklist for additional system requirements). This Information must be on the plans since this Is the official record of the permit. Having this information In separate specllicatlons alone is NOT an acceptable alternative, (circle) Applicability btlity I Section LComponent 'Information Required on Plans Location Building o Department ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY rem no n.a. 1431.1 Field assem. sys. Provide calculations ontro s yea no n.a. 1432.1 Setback & shut -of Indicate separate systems or show Isolation devices on plans 1432.2 - 'Temp• reset control y.e no n.a. 1432.2.1 Air systems Indicate automatic reset ys no n. a. 1432.2.2 Hydronic systems Indicate automatic reset ye, no n.a. 1433 �cano lzers Indicate economizer on equipment schedule or provide calculations to Justify exemption yea no n.a. 1434 Separate air sys. Indicate separate systems on plans ye. no n. a. 1436 Slmul. htg. & clg, Indicate that simultaneous heating and cooling is prohibited, unless use of exception is Justified ye. no n.a. 1438 ea recovery Indicate heat recovery on plans; complete and attach heat recovery calculations yes no n.a. 1437 Elec. motor efflc. MECH -MOT or Equip. Schedule with h•, rpm, efficiency • yes no n.a. 1•k8 'a a•e ow sys, n•caeva a•e ow on an an. pumpsc =•u es If "no" Is circled for a ny question, provide explanation: Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete Information on the requirements. He v • Section 1411.1 Equipment pal. Shall Meet Tables 14.1 through 14.3 • Section 1431.1 Field- Yes Calculations of Assembled s Total Choice Eitergl • Equipment Input & Output Required No r Air Secdon 1432.2 Capacity of HW Section 1432.21 Hot Water Supply Yes Heating System No S Yes Supply Air Reset Tern/annum Reset Greater Than 1 Controls Controls Required 600,C00 Binh? Multiple Requited Zones ♦ •,ws No 1 (continued on back) • • • • • • 1994 Washington State Nonresidential Energy Code Compliance Form • M - Complex . .- terns (back)- MECH-COMP 1994 Washington State Nonresidential Energy Cods Compliance F Juy,1994 • • (continued • from front) ; Eloetrie Mold. Scetloa 14Y/ Motor Eftldency No speed No Motors MnstMeet • (ndudal In 1.gtdpmet Motor Is a Efficiencies I4 • Performance Muld•speed 4 • Table 14 Rating? System? Yes Yes Ye s Capacig Ya Hang dt Electric Headn¢ 20,000 • Cooling In ono TYPe Btula Pscloge? • • No No • Non•Elecote • Sseton1411A I Section 1112.6 Must be Heat Pump > ?22n5ls000 Yes Modulsdng or Staged Capacity? Combustion Controls Required No 14123 Provide Microprocessor • 4 Heat Pump Controls • Supply Ak &ctloo 1136 5000CF7.1 Yes 50% t:ffeedvo Outside Air > Heat Recovery 70%1 System Required Cooling Yes Packaged No Cooling No Total Bldg No Capacity > Roohop Capacity > Capadty > 54,000 Stub? Unit? tI4,000 Stub? 240,000 Ends? • No Yes v.. Yes Section 1433 Air-Side Economizer • Required • • , 1 Section 1431 Apolleation Yes Fans or Pumps Yw Variable Flow Involves Variabk Flows? > 10 HPT Required • No No Section 1435 Fan Powered Yes VAV Terminal Unla System? • Required • No Seedea 1435 - • Done • Simultaneous Hondas , . Cooling Prohibited • • 19 zi vvasnington Wates`IVU ziuci' tyy '....i..%.4..--.........,.......... . Iti� iClii ' •Electric Motors MECH -MOT 7S 93.0 94.1 93.6 93.0 94.1 93,6 100 93.0 94.1 94.1 93.6 94.5 94.1 125 93.6 94.5 94.1 , 94.5 94.5 . 94.1 . 150 93.6 95.0 94.5 , 94.5• 95.0 95.0 200 94.5 95.0 94.5 95,0 95.0 95.0 - • • 1994 Wash( • in State Nonresidential Energy Code Compli - Form . , Lighting Summary LTG -SUM 1994 Washington Stale Nonresidential Energy Code Compliance Forms Juty, 1994 Project Info Protect Address 607S p S • I80 ST Date I o _ o _c9S For Building Department Use — ro le_o I t-A+ w,s6.. `DE516 N ttAFORT NDIA* Applicant Name: L.P f /,r�.lrt.t'k 4 1 14 he re- ApplicantAddress: 1201 _ 4-th m .5. } 5use. --24,47 Applicant Phone: 2 p 6, .. se y � _ 3D �' ` 1 Project Description ❑ New Building ❑ Addition C Alteration Compliance Option ❑ Prescriptive �7 IJghting Power Allowance ❑ Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans,) ___] ,, Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box) ❑ Less than 60% of the fixtures are new, and Installed lighting wattage Is not being Increased Maximum Allowed Lighting Wattage (Interior) Location Allowed (floor /room no,) Occupancy Description Watts per ft2 .. Area In ft Mowed x Area WARE a• 5 4ti004 205o2 - o i e . - t • 1. 2 4. IoSP32 5,5/Y1, Co ( , 1 2, 51 � , Io,ry ' t>� G 1 Q. 5 l '174 6P,7 •• From Table 15-1 (over) - document all exceptions taken from footnotes Total Allowed Watts ••t?, q ,'-• Proposed Li • htin • Watta:e (Interior) (May not exceed Total Allowed Watts for Interior) Location Number of Watts/ Watts (floor /room no.) Fixture Description Fixtures Fixture Proposed Dt.1f2ts O W - 1 I T F L A r 'r Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Maximum Allowed Li:htin: Watta:e (Exterior) ' Allowed Watts Area In ft Mowed Watts Location Description per ft or per If (or if for perimeter) x ft (or x H) Covered Parking 0.2 W/tt il Open Parking 0.2 W/tt2 - 'Outdoor Areas 0,2 W /ft Bldg. (by facade) 0.25 W/ft Bldg. (by perim) 7.5 W/If Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts'for Exterior) Number of Watts/ Watts Location Fixture Descdptlon Fixtures • Fixture Proposed l Total Proposed Watts may not exceed Total Allowed Watts for Exterior • Total Proposed Watts i ... -., . =. ..... _..... ......._ »,...,, ,,. „_- ..:....... »r,... : +,.:< a _. .. ... ._ .......: ... .. ._. .. _..._. ..__.__.,, ..._ .... .. _.. _ ......_,._..., 1994 Wash! - State Nonresidential Energy Code Compli - , .^e Form Lighting Permit Pla Checklist LTG -CHK 1894 Wuhington State NonrestdenUat Energy Code Comptianco Forms Juy,1994 Project Address Co ?SO S • 114 — 'Date The following Information Is necessary to check a lighting permit application for compliance with the lighting requirements In the 1994 Washington State Nonresidential Energy Code. Applicability Code I Location I Building Department (circle) Section Component - Information Required on Plans Notes ” N CO ` - • S Sect on 5 yea no n.a. 1513.1 Local control/access Schedule with type, indicate locations yes no n.a. 1513.2 Area controls Maximum limit per switch 1613.3 Daylight zone control Schedule with type and features, Indicate locations yes no n.a. vertical glazing Indicate vertical glazing on plans yas no n.a. overhead glazing Indicate overhead glazing on plans yea no n.a. 1513.4 Display /exhlb/spedai indicate separate controls 1513.5 Exterior shut-off Schedule with type and features, Indicate location yea no n.a. (a) timer w/backu • Indicate location yaa no n.a. • p otoce . n• ca a oca.on 1513.8 inter. auto shut -oft Indicate location MI no n.a. 1513.8.1 (a) occup. sensors Schedule with type and locations yam no n.a. 1513,6,2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans " A ~ A ect ons 20- or 53 • -32 yes m ghting Sum. Form Completed and attached. Scheduie with fixture types, lamps, ballasts, watts per fixture es no . MOTORS ) (Section c motor ffic IMECH -MOT or Equipment Schedule with hp, rpm, efficiency 1 If "no" Is circled for any question, provide explanation: • • • • • • 1994 Was Ington State Nonresidential Energy Code Compliance Form Lighting Permit Plans G - cklist LTG -CHK 1994 Washington Sul. Noruesldontlat Energy Code Compliance Forms July 1994 Lighting - General Requirements timer, photocell, or a combination of timer and photocell. Automatic time switches shall also have program back -up capabilities, which prevent the • 1513 Lighting Controls loss of program and time settings for at least 10 hours, if power is 1513.1 Local Control and Accessibility: Each space, enclosed by walls Interrupted. • • or ceiling- height partitions, shall be provided with lighting controls located 1513.0 Automatic Shut-Off Controls, Interior: Of ice buildings greater within that space. The lighting controls, whether one or more, shall be than 25,000 ft2 and all school classrooms shall be equipped with separate capable of taming off all lights within the space. The controls shall be automatic controls to shut off the lighting during unoccupied hours. readily accessible, at the point of entry/exit, to personnel occupying or Automatic controls may be an occupancy sensor, time switch, or other using the space. device capable of automatically shutting off lighting. Exceptions: The following lighting controls may be centralized in Exceptions: remote locations: 1. Areas that must be continuously illuminated, or illuminated in a 1, Lighting controls for spaces which must be used as a whole. manner requiring manual operation of the lighting. 2. Emergency lighting systems. 2. Automatic controls. 3. Switching for industrial or manufacturing process facilities as 3. Controls requiring trained operators, may be required for production. 4. Controls for safety hazards and security. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of 1513.2 Area Controls: The maximum lighting power that may be automatically turning off all the lights in an area, no more than 30 minutes controlled from a single switch or automatic control shall not exceed that after the area has been vacated. which is provided by a twenty ampere circuit loaded to not more than 1513.0.2 Automatic Time Switches: Automatic time switches shall have eighty percent. A master control may be installed provided the individual a minimum 7 day clock and be capable of being set for 7 different day switches retain their capabirrty to function independently. Circuit breakers types per week and Incorporate an automatic holiday "shut -off' feature, may not be used as the sole means of switching. which tums off all bads for at least 24 hours and then resumes normally Exceptions: scheduled operations. Automatic time switches shah also have program 1. Industrial or manufacturing process areas,.as may be required back-up capabilities, which prevent the loss of program and time settings for production. for at least 10 hours, if power is Interrupted, 2. Areas less than five percent of the building footprint for Automatic time switches shall Incorporate an override switching device footprints over 100,000 ft which: 1513.3 Daylight Zone Control: All daylighted zones, as defined In a. Is readily accessible; Chapter 12, both under overhead glazing and adjacent to vertical glazing, b. Is located so that a person using the device can see the lights shall be provided with individual controls, or daylight- or occupant•sensing or the areas controlled by the switch, or so that the automatic controls, which control the lights Independent of general area area being illuminated Is annunciated; lighting. c. is manually operated; Ia Exhibition, and Specialty Lighting Controls: All d. allows the lighting to remain on for no more than two hours 1513.4 Display, y. tY when an override is Initiated; and display, exhibition, or specialty lighting shall be controlled Independently of e. controls an area not exceeding 5,00011 or 5 percent of general area lighting, footprint for footprints over 100,000 ha, whichever is 1513.5 Automatic Shut -off Controls, Exterior: Exterior lighting not greater. Intended for 24 -hour continuous use shail be automatically switched by • • • • -- • -.... • 'Organization of Forms . . . • ORO 1994 Wasnu+gton State Energy Code Compliance Forms ( \ Aped 1994 This document introduces the forms to be used All projects should complete the Summary forms • for showing compliance with the 1994 Nonresi- . which apply (envelope, mechanical and/or light - dential Energy Code (NREC). The following fig- ing). All projects should also review the Checklist . ure shows the overall organization of the form forms to make sure all necessary information on • set. For simple projects,' only a few forms are compliance is provided. Applicable excerpts from required; more complex projects will require addi- the General Requirements sections of the Code tional forms. The forms explain the decision cri- , are reprinted on the back of the Checklist forms. ' teria for determining when a more complicated The need for other forms will be determined by form is required. project specifics, . • ENV Checklist What goes on l ? �� . _ ` „ 1 `t i a pans • • Where It goes ."'n* .::.rar :. ::.�,.r. " g ..r. } Reprint or 4 5/A "�1,a , t*� ENV Summary General Reqmts. •� . 71,` ` Project Information I t/1A� Type of project 11 "I `1� -- ! Compliance opts. 's--- _ Glazing area % I ENVSTD ,r . Can use simple? a Summ. of Req. Component Performance Worksheet • LTG Summary LTG Checklst Bred by 1437 or , 1511 Project Information What goes on Type of project plans? Compliance opts., Where it goes Can use most Can of RECEIVED • simple? General Reqmts. CITY OF TUKWILA • Allowed and NOV .0 7 1995 Proposed Watts PERMIT CENTER • 1994 Washington Stata Nonresii9'eittia'I "tne`igy t:' sue uillpuali rum arms List ORG . , The following is a list of the 1994 nonresidential compliance forms their use. , Envelope . ENV -SUM Envelope Summary - Use this tom) for all projects where envelope work is to be done; there are sepa- rate versions for Climate Zone 1 and Zone 2. Show basic project information, compliance options chosen, summary 1994 Washineton( .ate Nonresidential Enere Code « .eliance Form E nvelope Summary Climate Zone 1 ENV -SUM 1941 Washington State Nonresidenuat Energy Code Compliance Forms Apnl, 199.4 Project Info Project Address Cv� I Pte - - Date In - 30 _ • 1 U \ it KO, * For Building Department Use • k tMl 2 .7 I t it t, Applicant Name: LP fJ i 4426.i. ( -re - N , e Applicant Address: >~ I ,44-i Ave- . s orm Applicant Phone: - 5 ' - e o 0 (Project Description ❑ New Building ❑ Addition Ll3 Alteration ❑ Change of Use Compliance Option ❑ Prescriptive ❑ Component Performance ❑ ENVSTD ❑ Systems (See Decision Flowchart (over) for qualifications) Analysis Space Heat Type ❑Electric resistance 0 All other (see over for definitions) Total Glazing Area Glazing Area Calculation (rough opening) Gross Exterior Nolo: Below grade walls may be included in the (vertical & overhd) divided by Wall Area times 100 equals '/A Glazing Gross Exterior Wall Area if they are insulated to X 00 the level required for opaque walls. /� I Concrete/Masonry Option ❑ Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly in the table below. Envelope Requirements (enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heeted/cooled space Insulation on interior - maximum U- factor is 0.19 Minimum Insulation R- values Insulation on exterior or integral - maximum U- factor is 0.25 Roofs Over Attic if project qualifies for Concrete/Masonry Option, list walls All Other Roofs i with HC 2 9.0 Btu/fta•'F below (other walls must meet I Z - t� Opaque Wall requirements), Use descriptions and values Opaque Walls R- II from Table 20-5b in the Code. Below Grade Walls Wall Description U•factor Floors Over Unconditioned Space iZ - (including Insulation R -value & position) Slabs -on -Grade Radiant Floors Maximum Udactors Opaque Doors Vertical Glazing Overhead Glazing Maximum SHGC (or SC) Vertical/Overhead Glazing Semi- heated space' — — Minimum Insulation R•values Roofs Over Semi - Heated Spaces' 1Sj {Z- ►`t 'Refer to Section 1310 for qualifications and requirements Notes: • • • 1994 Washington c +ate Nonresidential Energy Code Compliance Form Building :Permit Plans heCkiist ENV - 1094 WasMnglon Stare Energy Code Compliance Forme Apnl. 1094 Project Address 6O75 0 - S• 00m ' S T , l Ukt.'.IILA V JA. Date 10 - 'q5 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department circle one Section Com • • nent Information R • • uired on Plans - Notes GENERAL REQUIREMENTS Sections 1301 -1314 1301 Sco• = Unconditioned s•aces Identified on •Tans if allowed ..� 1302 Space heat type Electric resistance t Other Indicate on •Tans that electric resistance heat is not allowed OP no n.a. 1310.2 Seml- heated s •aces Semi - heated s • aces Identified on plans if allowed 1311 insulation X( r 4R - 'L)cvir 4r-rO'no lima. 1311.1 Insul. installation Indicate densitles and clearances AV no n.a, 1311.2 Roof /ceiling insul. indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; R -. Indicate baffles if eave vents Installed; Indicate face sta•Iin• of faced baits op no n.a. 1311.3 Wall insulation Indicate R•value on wall sections; Indicate face stapling of faced batts; lw ' 1 Indicate above grade exterior Insulation Is protected; En.tec.(' ' rr . Indicate loose -fill core Insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or If credit taken in ENVSTD; pdp, no n.a. 1311.4 Floor insulation Indicate R -value on floor sections; 2 /TS Indicate substantial contact with surface; ` G� indicate supports not more than 24" o.c.; i ' Indicate that insulation does not block airflow throu•h foundation vents yes m n,a, 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; i✓ 1( ( 5"j', FLA • Indicate slab insulation extends down vertically 24" from top; tiJ. I 1 L , Indicate above grade exterior insulation Is • rotected yes no n.a. 1311.6 Radiant floor Indicate R•value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior Insulation is protected; Indicate insulation also under entire slab where reo'd. by Official es no n.a. 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area gry no n.a. 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area-weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low-e coatin•s, •as fillin•s (yes no n.a. 1312.2 S1iGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area-weighted calculations as necessa 1313 Moisture control e no n.a. 1313.1 Va•or retarders Indicate vapor retarders on warm side no n,a. 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate va•. retard. with sealed seams for non-wood strut. • es no n.a. 1313.3 Wall va • • r retarder Indicate va • • r retarder on wall section es no n.a 1313.4 Floor vapor retarder Indicate va • • r retarder on floor section es no n , a . 1313.5 Crawl space vaE. ret. Indicate six mil black polyethylene overlapped 12" on ground 1314 Air leakage no n,a. 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping MO no n.a, 1314.2 Glazin•/door sealing Indicate weatherstri• oilly no n.a. 1314.3 Assemb. as ducts Indicate sealin•, caulkin• and •asketin- -. RESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320 -23 or 1330.34) ' e no Envelope Sum, Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary If "no" is circled for any question, provide explanation: 1994 Washin• to Qtate Nonresidential Ener. Code .rm • Iiance Form Envelope UA Calculat . ns Climate Zone 1 ENV -UA 1094 Washington State Nonresidential Energy Code Compliance Forms Apre. 1994 Project Address ' 75 o 3i 150 ' T Date 10 _ 30 ..: S Heat Type • CI Electric resistance IYJ All other For Building Department Use Glazing Area as % gross exterior wall area % l C . 0 • lion • 0 Yes ❑ No . . - Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over), If Concrete/Masonry Option is used, Target U- (actors, SHGC and Glazing % will be different than shown below. Refer to Table 13.1 for correct values. Building Component Proposed UA Target UA List components by assembl y ID S page # U- f Area (A) = UA (U x A) U•factor x Area (A) = UA ( UU X A) • U=,3g Plan ID: 8'x )o' 1/1"-3 ,, . 'xIc C5) -C IS2 0•� • t0, : 5600 . Sol - . U= , � Plan ID: � k 4l R /T'1, • 8 x4' ( .) = 24 , 3 Z Glazing % Electric Resist. Other Heating U = ,7,S Plan ID: 4' t /T.3 . 38 6x4= 0) . (2 ,(6 0-15% (7.0 0.40. .. : : 0.90 .. • V ] U .3>SPIanID• a tx4' 2 / • 5S a, C5) = 60.e ' 15.20% ' 0.40.•.:: :'0.75 > t, U= . 3S Plan ID: 4 t x. 21T-3 •3S ei) 4.' (, () - 1 2,1(0 >20 -30% not allowed . ; 0.60 ' , U= ,33 Plan ID: b' x -j 2/7,5 • ��� :' x ' c o = 2 , 'L >30-40%' Wallowed • 0,50 . U= Plan ID: QgS,'7(o (see Table 13-1 for Conc/Masonryvatues) U= Plan ID: U° Plan ID: Glazing % Electric Resist. • Other Heating 7.1 e U= Plan ID: 0 -15% 0,80 1,45 U= Plan ID: >15 -20% 0.80 1,40 8 0 U= Plan ID: >20-30% not allowed 1.30 U= Plan ID: >30.40% not allowed 1.25 U= Plan ID: (see Table 13-1 for Conc/Masonry values) e, H U =• ° ,5 Plan ID: # " >. I /T • ? ; � ; , ?'k 7 (,`.:.) _ ,s , , - I 0.600 x (0 3 = 37. e) • U = ,3S Plan ID: 44 ' x`I' (I" .- Electric Resist. Other Heating 0 U= Phan ID: - � - 0.60 0.60 R= Plan ID: in , 8 R= Plan ID: Electric Resist. Other Heating ct R= Plan ID: 0.031 0,036 6. a R= « Plan ID: t: (s , (ct 1/. 4 l .. �..�. O 8 Rd Plan ID: Electric Resist. Other Heating R= Plan ID: 0.034 0.050 R= I I Plan ID: FO Wpd 1-' "? _._ _ ~ R= Plan ID: C FlG6 j '( 0.0et A '&7 ' - - 3 0. b , (4 x ,�-7 2, . 5 (�-, Z'2_ . ..g m R= Plan ID: R= Plan ID: Electric Resist. Other Heating 7 Q R= Plan ID: Ordinary 0.062 0.14 0 R= Plan ID: Metal stud 0.11 0.14 . R= Plan ID: Conc(int) 0.19 0.19 R= Plan ID: Conc(oth) 0.25 0.25 a R= Plan ID: g g R= Plan 10: Electric Resist. Other Heating m 0 R= Plan ID: Ordinary 0.062 0.14 O R= Plan ID: Metal stud 0.11 0.14 vai R= Plan ID: O . R= Plan ID: Electric Resist. Other Heating $ $ R= Plan ID: 0.029 0.056 u- 0 R= Plan ID: • R= Plan ID: v R= Plan ID: Electric Resist. Other Heating . in en R= Plan ID: F=0.54 . F =0.54 R= Plan ID: (see Table 13-1 for radiant floor values) For CMU walls, indicate core insulation material. Totals Totals For compliance: 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total UA. , 1994 Washin•ton '"9te Nonresidential Ener• Code Com•Iiance Form - Envelope SHGC Calcu - tions Climate Zone 1 ENV -SHGC 1991 Washington State Nonresidential Energy Code Comphance Forms Apr 1, 1 494 Vertical Glazing Proposed SHGC Target SHGC 1.1st components by assembly 10 & page # SHGC" x Area (A) = SHGC x A SHGC x Area (A) = SHGC x A Plan ID: T -3 0 1-4- x 3!075 = 1(017 t, o0 36-IS = 3 475 Plan ID: Glazing % • Electric Resist.;, Other Heating 1 Plan ID: 0-20% 1 . :1,00 '.1.00 • d Plan ID: '20.30% • not allowed : > O 0.65 Plan ID: >30.40% • not altowed •: -• 0.45 Plan ID: . (see Tabu 13-1 for Cori i aM' sanry vafues) • 'W ote: Manufacturer's SC may be used to lieu of SHGC. 3 (p'� �j B4-75 .Totals 36, t F (o ` '7 Totals . For compliance: 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. • Overhead Glazing . Proposed SHGC — Target SHGC List components by assemb ID & page # SHGC* x Area (A) = SHGC x A SHGC x Area (A) = SHGC x A Plan ID: Plan ID: Glazing % • Electric Resist. Other Heating Plan ID: 0-20% 1.00 1.00 r Plan ID: >2D -30% notatlw�ed • : •0.65 ". . 0 Plan ID: Plan ID: >30-40% not allowed 0.45 (see Table 13-1 for ConclMasonry values) • 'Note: Manufacturer's SC may be used in lieu of SHGC. � Totals Totals For compliance: ,. 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Tar Area Adjustment Calculations ' If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM) exceeds the maximum allowed in Table 13-1, then this calculation must be done. Use the resulting areas in the Target UA and SHGC calculations above. Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls 2: OG= 3: VG= Note: Glazing Area 1: OG= OG = overhead glazing Opaque Area 4: 5: 6: VG = vertical glazing Gross Exterior Wall Max Glazing Area Maximum Target Area (Table 13-1) Glazing Area L Ix Vol ÷ I 100 1 = I7: i Target OG Area In Roofs over Attics Target OG Area in Other Roofs 1: Max OG Remaining 2: Target VG Area For Target OG's, circle 17: I — 4 lesser (circle) = 18: I — 4 lesser (circle) = i9: 1 and use the lesser values both here and 7: 8: below. Proposed Opaque Area Proposed OG Area Target OG AreaW Target Opaque Area Roofs over Attics 4: + i s _ 10: = 13: Other Roofs 5: + 2: — 11: = 14: Total Target OG Area (sum #10 + #11) . I W Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area alls I 1 + i3: 1 — I9: 1 = L. 1 Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. Target values 9, 12, 13,14 & 15 (shaded boxes) are used In the applicable Target UA calculations on the front. • Target values 9 & 12 are also used in the applicable Target SHGC calculations above. • -• 1994 Washington "'ate Nonresidential Energy Code C mpliance Form • : 1994 Washington State Nonresidential Energy Code Compliance Form `+ ,Mechanical Summ MECH -SUM 1994 Washington State Nonresidential Energy Coda Compliance Forma July, 1994 . Project Info Project Address (c75 O a. 1 i do T . �C Date I d _ 3 p _q -1-0i4j (u)„ �P. For Building Dept Use t' ' 'tJ I M Po P-1 I tJCJIQ• Applicant Name: LP ArRGN-iT ? • pL164N1 l .S Applicant Address: `.� 44- Ar Applicant Phone: zexp - so 50 Fan Equipment Schedule Equip. - ID Brand Name' Model No.' CFM SP' HP/BHP Flow Control' Location of Service • • 'If available. ' As tested according to Table 141, 142 or 143. 0 If required, 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. e Flow control types: VAV, constant volume, or variable speed. 1994 Washington State Nonresidential Energy Code Compliance Form ,, - Mechanical Permit ans Checklist . . . MECH-CHK 1094 Washington State Nonresidential Energy Code Compliance Forme • July. 1994 Project Address �0�50 ' -�} Sr (Date to – 3v –4:M ��, - Th foll informatlen is necessary to check a mechanical penult application for compliance with the mechanical requirements In the , Washington State Nonresidential Energy Code. Applicability, - , Code . • , , . , . Location , Buuding Department (circle). = Section Component. ' Information Required • •• • on Plans • 1 ' Notes • — HVAC REQ IR�1PfEN�'S ections 14 1 -142- qpm pe ormance - . • yes AO n. a. 1411.4 Pkg. elec. htg.& dg. Usfheat pumps on schedule • yes no a.a. 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency k • 1412 'VAC controls • • . yes no n. 1412.1 Tem. • ature zones indicate locations on plans • yes no n.a. 41 a :a• .an. contr. n• cats- .egree •ea•ban. mnmum yes no n. 1412.3 'Humidity control Indicate humidistat ye. no a.a. 1412.4 Automatic setback indicate thermostat with night setback and 7 dill. day pes yes no n. a. •1 • . campers n• ca e •amper • : .onan. automat c con os yes no n.a. 1412.5 Heat p ump control lndreate microprocessor on thermostat schedule yes no n. a. 1412.6 ' Combus oon tg. indicate modulating or staged control • y.. no n. a. 1412,7 Salandng indicate balancing features on plans yes no n. a. 1422 'Thermostat Interlock lndlcate thermostaffnterlock on plans yes no a. a. 1423 "rconomizers Equlpment schedule 'J yea no n.a. 1411413 3.1 O r economizers peration indicate 160% capability on schedule 'yes no a.a. 1413.2 - Control indicate controls able to evaluate outside air yos no n.a. 1413,3 integrated operation indicate capability for partial cooling 1414 - 6ucttng systems yes no n.a. 1414.1 ')uct sealing indicate sealing necessary yell no n.a. 1• eu nsuaton n•cae= -vs ueo nsuatonon•u yes no ad.. 1415,1 'Piping insulation indicate R -value ofinsuiaOon on piping yee no n.a 1424 "t operate alt sys. indicate separate systems on plans yes no • Mech. Sum. Form Completed and attached. Equipment schedule with types, I Input/output, efficiency, dm, hp, economizer SERVICE WATSR AND HEATED POOLS (Sections 1440 - 1454) 1440 ervice water htg. I Yes no n.a. 1441 Elec. water heater indicate R -10 insulation under tank yes no n. a. 111=2111 J.91r1T T .. tro : n • cate automat c s ut -o' 4 0 'eat=• pons Yes no n.a. 1452 Pool water heaters ndicate not electric resistance ye■ no n.a. 1453 • oolheater controls ndlcate switch and65 degree control yes no a.a. IlltMl♦ •00 covers ndicate vapor retardant cover Yee no n.a. 14 • • 0o 9 ?.'• • agrees n • Cate ' •1 p0. cover i If "no" Is c rcied for any question, provide explanation: ® is tesiJ rvI . • • • • 1994 Washington State Nonresidential Energy Code Compliance Form • Mechanical Comb " x Systems Checklist MECH -COMP 1994 Was State Nonresidential Energy Code Compliance Forms Juy, 1994 ' Protect Address f!O ?5t� S' , ST Date Ip 3D��� • The following - additional information Is necessary to check a mechanical permit application for a complex mechanical For l3uilding Department Use ., system for compliance with the mechanical requirements In the Washington State Nonresidential Energy Code. Use the cheddist as a reference for notes added to the mechanical drawings (see the MECH•CHK checklist for additional system requirements).. • This information must be on the plans since this 1s the official record of the permit. Having this Information in separate apedtications alone Is NOT a acceptable t . I Applicability Code Location Building Department • (Circle) Section Component Information Required on Plans Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY yes no n.a. 1431.1 Field aysem. sys. Provide calculations 1432 * Controls yea no n.a. 1432.1 Setback & shut -oft indicate separate systems or show isolation devices on plans 1432.2 'Temp. reset control yea no n.a. 1432,2.1 Air systems indicate automatic reset t yes no n. 1432.2.2 Hydronlc systems indicate automatic reset yes no n.a. 1433 Economizers indicate economizer on equipment schedule or provide calculations to Justify exemption yes no n.a. 1434 Separate air sys. Indicate separate systems on plans yea no n. a. 1435 ' Fmul. htg. & dig. indicate that simultaneous heating and cooling Is prohibited, unless use of exception Is Justified yes no n. 1438 Heat recovery Indicate heat recovery on plans; • complete and attach heat recovery calculations yea no n.a. 1437 Eiec. motor eftic. *Met -MOT or Equip, Schedule with hp, rpm, efficiency yes no n.a. 1438 variable flow sys. Indicate variable flow on fan and pump schedules 'if "no" is circled for any question, pr explanation: .. t. Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the w ' project. Refer to the indicated Code sections for more complete information on the requirements. ( Start) Here 1 x . Secdon 1411.1 l i Equipment Perf. , Shag Meet Tables ti 14.1 through 14.3 t 2 171 Section 1431.1 y Field. Yes Calculadom of Assembled • Total Cm-site Energl { Equipment Input & Output Required No t • . f, Section 1432.2 . . y Capacity of HW Air Section 1433 21 No System Y Hot Water Supply Hearing System es Supply Air Reset Temperature Reset Greater Than Serum) Controls Muldple Controls Required 600,000 lituh1 Lanes Required No .ti . (continued on : back) , • 1994 Washington State Nonresidential Energy Code Compliance Form Mechanical - Complex :istems (back) _ MECH -COMP 1994 Washington Stale Nonresidential Energy Code Compliance Forms July, 1994 • (continued • • from front) ( ' 0aeaie Multi. Section 1437. , 9 j Included E No Motor Ia a No • Motors Mmt Meet Pak:o an Muld•speed is • Radng7 Syuero7 Table 144 Yee Yes Yes ry > Yes Headng & Dectrle H eal i ng 20.00D cocain In one ,D/Da . Btub7 Package? ' ' No No Non•FJeeale . a Seedon1411.4 I Secdon 14114 Must be Modulsdng Hut Pump > 225.000 Yes et Staged Both Combustion Capacity? Controls - • No 1 413.5 It Provide oma: Heat t. T Q Commis • Supply Alr> Seaton 14:6 SOOOCFM6c Yes 50%FJfeedvo Ouulde Mr > Hui Recovery 70%7 System Required t. Cooling Ycs Packaged 14o Ccoling No Toed Bldg No Capacity> Rooftop Capacity > Capaclry> S4,OOtlBtub? Unit? 84,00013mb? 240,000 Btuh1 No Yes v.a Yes 1 Seedon • Alr•ido Ee000mtrer • Required O*r . • I Section 1433 App on Yes Yes or Pumps Yet Variable Flow Involves Variable > 10 HP? Devices • Requited • No No Section143S Fan Powered yes VAV Terminal Units System? ' Required No , Y I Section 1435 Done 4 Simalutrcous l Cooling Problbitod t • . 1994 Washington State Nonresidential Energy Code Compliance Form Mechanical P ermit Plan hecklist . MECH -CHK • • 1994 Washington State Nonresidential Energy Code Compliance Forms Jr+N, 1st94 Mechanical - General Requirements 1413.3 Integrated Operation: Building Heating Energy: Air economizers shatl be capable of providing partial cooling even when , , 1412 Controls additional mechanical cooling is required to meet the remainder d the 1412.1 Temperature Controls: Each system shall be provided with el load' Controls shall not proci the eoonomrzer operetion when • least one temperature control device. Each zone shall be controlled by mechanical cooling is required simultaneously. Individual thermostatic controls responding to temperature within the zone. Excl. xception: Economizers on individual, direct expansion, coding • • At a minimu n, each floor d a bung shell be considered as a separate . '. systemi with capacities riot greater than 76,000 Btulh may . zone. • ' - lndude controls that limn sirrxrltarteoui operation d the " • • 1412.2 Deadband Controls: When used to control both comfort heating economizer and mechanical cooling for the purpose d preventing and cooling, zone the nnostatic controls shall be capable of a deadband of at ice formation on cooling coifs. least 5 degrees F within which the supply of heating and cooling energy to 1414 Ducting Systems the zone is shut cif or reduced to a minimum. 1414.1 Sealing: Duct work which is designed to operate at pressures . Exceptions: above 1/2 inch water column static pressure shall be sealed in accordance 1. Special occupancy, special usage, or code requirements where with Standard RS-18. Etdent of sealing required is as follows: deadband controls we not appropriate. 1. Static pressure: 12 inch to 2 inches; seal transverse Joints. 2. Buildings complying with Section 1141.4, if In the proposed building energy analysis, heating and cooling 2. Static pressure: 2 inches to 3 inches; seal all transverse Joints thermostat setpdnts are set to the same temperature and longitudinal seams. between 70 degrees F and 75 degrees F inclusive, 3. Static pressure: above 3 Inches; seal all transverse Joints, • end assumed to be constant throughout the year. Iongkudtnal seams and duct wall penetrations, 3. Thermostats that require manual changeover between heating end Ong modes, 14142 Insulation: Ducts and plenums that are constructed as part d the 1412 3 Humidity Controls: If a system is equipped with a means for building envelope shall meet the requirements d Chapter 13, Other duds tY ys tam eq ppe and plenums shall be thermally insulated per Table 14.5, adding moisture, a humidistat shall be provided. Exceptions: 1412.4 Setback and Shut -Off: HVAC systems shall bo equipped with 1 WNh(n the HVAC ui mant automatic controls capable d accomplishing a reduction d energy use eq p through control setback a equipment shutdown during periods of non -use 2. Exhaust air ducts not subject to condensation. or aRemate use of the spaces served by the system. The automatic controls 3. Blamed ductwork within a space that serves that space only. shall have a minimum seven -day clock and be capable of being set for . seven different day types per week, 1415 Piping Systems r Exceptions: 1415.1 Insulation: Piping shall be thermally insulated In accordance with 1. Systems seMng areas which require continuous operation at the Table 14.6. same temperature satpoinL 2. Equipment with full load demands d 2 kW (6,828 Stu/h) or less Exception: Piping installed within unitary HVAC equipment. may be controlled by readily accessible manual off• Water pipes outside the conditioned space shall be insulated In hour controls, accordance with Washington State Plumbing Code (WAC 51.26) , 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets seMng conditioned spaces shall be equipped with dampers which close 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQUIPMENT) automatically when the system is cif or upon power failure, Stair shaft and elevator shaft smoke relict openings shall be equipped with normally open 1421 System Type: To qualify as a simple system, systems shall be one of dampers. These dampers shall romain closed In normal operation until the following: L , activated by the fire alarm system or other approved smoke detection a. Air cooled, constant volume packaged equipment, which provide s heating, cooling or both, and requiro only external Exceptions: connection to duct work and energy services. ;,' ;y 1. Systems seMng areas which require continuous operation. b. Air cooled, constant volume split systems, which provide heating, 2. Combustion air intakes. cooling or both, with cooling capacity of 54,000 Btu/h ,t 1412.5 Heat Pump Controls; Unitary air cooled heat pumps shall include or less. . microprocessor controls that minimize supplemental heat usage during c. Heating only systems which have a capacity of less than 5,000 start -up, set-up, and def rest conditions. These controls shall anticipate of m or which have a minimum outside air supply of need for heat and use compression heating as the first stage of heat. less than 70 percent d the total air circulation, s; Controls shall indicate when supplemental heating is being used through , visual means (e.g., LED indicators). All other systems shall comply with Sections 1430 through 1438. 1412.6 Combustion Heating Equipment Controls: Combustion heating 1422 Controls: In addition to the control requirements in Section 1412, il equipment with a capacity over 225,000 Btu/h shall have modulating or where separate heating and cooling equipment serve the Sarre temperature staged combustion control, zone, thermostats shall be interlocked to prevent simultaneous heating and Exceptions: cooling. 1. Balers. 1423 Economlzers: Economizers mooting the requirements d Section 2. Radiant Heaters. 1413 shall be installed on packaged roof top fan - cooling units having a I supply capacity d greater than 1,900 dm or a total cooling capacity greater 1412.7 Balancing: Each air supply outlet or air or water teminal device than 64,000 Btu/h. shall have a means for balancing, including but not limited to, dangers, shalt not exceed The capacity of all units e total ca without economizers temperature and pressure test connections and balancing valves. 240,000 t sal Bluth ca per building, 1413 Air Economizers 1424 Separate Air Distribution Systems: Zones with special process 1413.1 Operation: Air economizers shall be of automatically modulating temperature requirements and/or hurridlty requirements shall be served by outside and return air dampers to provide 100 percent of the design supply separate air distribution systems from those seMng zones requiring only ' air as outside air to reduce or eliminate the need for mechanical caching, comfort conditions. A 1413.2 Control: Air economize urs shall be controlled by a control system „, 1 capable of determining If outside air can meet part or all of the building's c 0. ooling loads. ' ?� t, • 1 4j • 1994 Was 'on State Nonresidential Energy Code Compir •e Form . Lightin Summary LTG -SUM 1994 Washington Stale Nonrosidentiot Energy Code Compliance Forms Juy, 1994 Project Info Project Address ( 0 S BQ. r4 '5T Date t _ 30 _c(S For Building Department Use TopO It-a kW 'De516 N LMPoRTS (NW. Applicant Name: LT, N' Arr!,IA 4 1 m Applicant Address: mot ( „ 4-th 1s,q .5, S ) •uti-e_„ '200 Applicant Phone: zc,Co ., s5 . 2 , .. 1:50 Project Description ❑ New Building ❑ Addition alliteration Compliance Option ❑ Prescriptive ►l Lighting Power Allowance ❑ Systems Analysis (See qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) ,t Alteration Exceptions ❑ No changes are being made to the lighting (chock appropriate box) ❑ Less than 60% of the fixtures are new, and installed lighting wattage is not being Increased Maximum Allowed Lighting Wattage (Interior) Location Allowed (floor /room no.) Occupancy Description Watts per ft " Area In ft Mowed x Area WA 101).5 o. s 4i 4- 20 5o2_ 1 . 2 - 4, CasE2 55511•Co rs,FiG I Y 2 2,161 3 10,b •Cof 0,s 1,'774 Fafi1 " From Table 15.1 (over) - document all exceptions taken from footnotes Total Allowed Watts 3 1 „ .7, 2 L • Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Location Number of Watts/ Watts (floor /room no.) Flxture Description Fixtures Flxture Proposed J ot)s,= 4-I,I,D. 43 4'70 2a,210 . 1 Ft g 'Zx ( L ?) FLo ets4EI.3T 4 I 0 5, (45 (X4 (2 LAMns) FLor)R,E 70 _ 5 5 ';; 2u K 2x4 (3 1,?tMr RE�x =� S) F-Lol)-3"f 29 los 3645 , I x4- ((2 t_AMPs) FU ?r )eESC,Ei3T 2 '7 n 14 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 2e.„ p Maximum Allowed Lighting Wattage (Exterior) t.Y ' Allowed Watts Area In ft Mowed Watts ' } Location Description per it or per If (or If for perimeter) x tt (or x 11) Covered Parking 0.2 Witt r Open Parking 0.2 W /ft r t Outdoor Areas 0.2 me r? Bldg. (by facade) • 0.25 W /ft Bldg. (by perim) 7.5 W/If C' tb; Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts P sti 61 Proposed Lihting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) f)c Number of Watts/ Watts M Location Flxture Description Fixtures Fixture Proposed rx"i ., ( 1U Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts f di • • 1994 Wash , 'on State Nonresidential Energy Code Compli: -, e Form Lighting Permit Plat Checklist LTG-CHK 1994 WuhUQton Slate Nonresidential Energy Code Compliance Forms July, 1994 Project Address 69750 S tac. T H. c 'Date 10-30 4 The following information Is necessary to check a lighting permit application for compliance with the lighting requirements In the 1994 Washington State Nonresidential Energy Code, Applicability .:: Code • : • „ ', • .. ; , Location Building Department (circle • i.` : Section Component - Information Required on Plans N LIGHTING CONTROLS (Section 15T3 yes no n.a. 1513.1 Local controVaccess - cheduie with type, indicate locations yes no a, a. 1513.2 Area controis Maximum limit per switch 1513.3 Daylight zone controi Schedule with type andfeatures, indicate locations yes no n.a. verticafgrazing . • ndrt ate vertical grazing on plans yes no n.a. overhead glazing ndtcate overheadgiazing on plans yes no a. a. 1513,4. 'Dlsplaylexhlb/special ndlcate separate controls 1513.5 'Exterior shut -off chedule with tyype and features, Indicate Location ya• no a.a. la) timer w /backup ndlcate location . yes no n.a. lb) photocell. ndlcate location 1513,8 Inter. auto shut-Off ndicate location yam no n.a. 1513.8.1 la) occup. sensors cheduie with type and yes no a.a. 1513,8.2 lb) auto. switches chedule with type and features (back -up, override capability); Indicate size oizone on plans LIGHTING WATTAGE ectfons 1520-22 or 1530 -32) yea no ghtlng Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture ELECTRIC OTORS action 1511 yes no n.a. ec motor e' c ency V • • ' • or qurpment Schedule with hp, rpm, efficiency f no s c rc e • or any quest on, prov • e exp anat on: • • • • • • • • • 1994 Wastlinnton State Nonresidential Ener Co Com Fo rm Ligh P ermit Plank C` cklist . LTG -CHK 199 WUNngton Stale Nonnslden6al Energy Cod* Complisnc. Forms July 1994 Lighting -.General Requirements ti photocell, or a combination of timer and photocell. Automatic time • . . • . switches shall also have program back-up capabilities, which prevent the 1513 Ughting Controls loss of program and time settings for at least 10 hours, if power fs . . ' 513.1 Laoal Control and Accessibility: Each space, enclosed by walls Interrupted. .. . ', • • :. or ce iling fieight po bons, shall tie provided with lighting controls located - 1513.8 Automatic Shut -Off Controls, Interior. Office buildings greater iiditfiln`that'space The lighting controls, whether one_ or more, shall be than 25,000 ft and all and dasarooms shall be'equipped with separate • • capable of d off d lights Within the space. The controls shall be autom et i c ' o o ntr o ts to shu the li d ur in g t i no cc u pl e d ho " readily accessible, at the point of entry/e1dt, to personnel occupying or . Automatic controls may be an occupancy sensor, time switch, or other using the space. device capable of automatically shutting df fighting. Exceptions: The following lighting controls may be centralized in Exceptions: remote locations: 1. Areas that must be continuously Illuminated, or illuminated in a • 1. Lighting controls for spaces which must be used as a whole. manner requiring manual operation of the lighting. 2. Emergency lighting systems. 2. Automatio controls.. 3. Switching for Industrial or manufacturing process facilities as 3. Controls requiring trained operetors. maybe required for production. 4. Controls for safety hazards and security. • 1513.8.1 Occupancy Sensors: Occupancy sensors shall be capable of 15132 Area Controls: The maximum lighting power that maybe automatically taming off all the lights In an area no more than 30 minutes controlled from a single switch or automatic control shall not exceed that after the area has been vacated which is provided by a twenty ampere circuit loaded to not more than 1513.6.2 Automatic Time Switches: Automatic time switches shall have eighty percent. A master control may be installed provided the individual a minimum 7 day clock and be capable of being set for 7 different day switches retain their capability to function Independently. Circuit breakers types per week and Incorporate an automatic holiday 'shut-off feature, may not be used as the sole means of switching. which turns off all Toads for at least 24 hours and then resumes normally Exceptions: scheduled operations. Automatic time switches shall also have program 1. Industrial or manufacturing process arees,,as may be required back-up capabilities, which prevent the loss of program and time settings . for production. for at least 10 hours, if power is interrupted. 2. Areas less than five percent of the building footprint for Automatic time switches shall Incorporate an over-ride switching device footprints over 100,000 1t'. which: . 1513.3 Daylight Zone Control: All daylIghted zones, as defined In a. Is readily accessible; Chapter 12, both under overhead glazing and adjacent to vertical glazing, b. Is located ao that a person using the device can see the lights shall be provided with Individual controls, or daylight• or occupant-sensing or the areas controlled by the switch, or so that the automatic controls, which control the lights Independent of general area area being illuminated Is annunciated; lighting. c. Is manually operated; d. allows the lighting to remain on for no more than two hours 1513.4 Display, Exhibition, and Specialty Lighting Controls: All when an override Is Initiated; and display, exhibition, or specialty lighting shall be controlled independently of e. controls an area not exceeding 5,000 ft or 5 percent of general area lighting, footprint for footprints over 100,000 fts, whichever is 1513.5 Automatic Shut -off Controls, Exterior: Exterior lighting not greater. intended for 24-hour continuous use shall bo automatically switched by • I yy4 VVasttlrlytUrl ° Wald'IVU1 tt eblUC1 lU ort;i it..1 w# Vivuu vv... -..-- . _, ... ,...., ' 'Electric Motors • • MECH -MOT 1904 WaIon State F,nargycoae Compbnee forma ApM, 1904 Project Address Date Vitt' u1 i ukwiia DEVELOPER'S PROJECT WARRANTY REQUEST FORM . .. .. r. v . . ♦ r. r n . .h n h •. .4 • fvv <.ff. . L�: f .tr :f n� %C� r : N.e .Y/.i L.Yf:.$ rv.n : fi r. .. ...,;,•nv' .. Y e' : •.K•• tK^!�" i /... ^"�`^ i$:t.. ri5: '•:KJ . 4 v..• .: , ..vr ri:L... +:• iff'fi:J v %:.:! Y•�['n �:.A: � '$:{; i }[: ; ... I . tt { .::: v>..;; ..: ' % :.. •::C:v'i'�'�� %':n•i >r:: .. :�!:: ^i : .:: NAME OF DEVELOPMENT: ��� SE i - , ( to: �► >:flIied::M b dolve lo r1 authorized b CI .:sty t :'n' fv g $ ;::': . ...: / . ..:: ..:...: r.:•..v ) :•Y: •..vn : r. S ri: Y >.v.v. . <•.v.• 4:r:. .... ...... n. ........ , ;...r.•n. • +S! {. r::�. %;...:: u.... . n4........ r........ <..: ..... .. ..... .. t L: { F 5 < _ l .. ..r. /g ,� Al 1 /'!'� D12� In t2 / ^ � DATE: I DEVELOPMENT ADDRESS: , 4 7 "+ 5 / F o S % PERMIT NO.: FrAi ? - 0 3 3 i CASH ASSIGNMENT NAME: 7€ /— L /3"10.6 c p0A.,1-T/ oN TEL NO, 6 Z/f - 1 7'4 YY SHALL BE BY MAILING TO REFUNDED : ADDRESS: /3 2 5` 4 / S it e /9 (please print) CITY/STATE/ZIP .5-e--e_4 ' Gtf'9 98 / D/ DESCRIPTION OF ITEMS TO BE COMPLETER (REFERENCE • a : ► V.• It ►IN &i. : 1 u: ::. • . ; • 0 ye.,0--/ m tae i b6).t.-4-/ . . As the owner, or authorized agent of the owner, l hereby submit cash or cash equivalent in the amount of $ 2/ e700 -- • ($150% of value to complete work described above) and attach supporting £ documentation for value of work. I will have this work carried out and call for a final Inspection by this date: ( / / 3 / 1q9€), or risk having the City use these funds to carry out the work with their own contractor or In -house manpower. I11 fall to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to comple all work list bbove prior to requesting Inspection and release of these funds. SIGNED :__. t TITLE: --LA?I 1 3 (0t warratsai _.•. ....._.. _ . ._ 1= . •i / 1 ... %ii +v.. r r >p i�, jv l:( r$.:..: re i$ M1$:<r. ::t <;.:j %i:'.$''• +i,:v Vii: +.:; S 2 (to >b b ,;XI1 ,:stmt F° i <<? % >, THIS FUND IS AU ,,; ORIZED TO` E ACCEPTED. SIGNED: il,M• o d / DEPARTMENT HEAD: 4 rAmwommemil. AMOUNT: / / s > i ($) CASH 0 CASH EQUIVALENT DEPOSITED THIS DATE: , - y - a b . a ' CiTY RECEIPT NO. l 3 1 � RECEIVED BY: ( t,..�,.�„ - (j ,�,,L„ i . ...::: •:.: :: :: :.:4 iii : .:1 >•i$S::tf:: `:;:i %. :'. �:! i':v: tL }.ir'S::ii: ::i:j!'. i : �F:ii °:• ...Y IDN: # (f a : b : :::M 'ip d top9r) < < ` < been completed :.::;:"...'.:::::>; � ..:::.:. �:.<::::X:.:t:.::.:• �b.,.;:..., :.,. . ...:.... . All work Identified in Section 1 of this form has now leted ( p 72 HOUR NOTIFICATION FOR and returned to department which authorized warranty. 1 hereby INSPECTION AND RELEASE OF FUNDS request Inspection and release of my cash/cash equivalent. > DEVELOPER'S REPRESENTATIVE: DATE: ' .:K:% <' z , I. '! �p j���f '" I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash assignment. y CHECKED BY: AUTHORIZED BY: DEPARTMENT: / f a ...,..-....,..:.r n':. n«.. r.. �.,....,..:::..,...: �.: �.::,:,.:::..::. :....;... :.......:.....r.n...,. �,..r,..,,.:,<.. n,..,.r,.,,.. �wr<w<....... �:...,,..., r:..r..:,•.v...;..:< �...v,:r n.:::,,:,r: �.,. .::;r.:.:. >..:.n.,:,:,......:n. { S ECTION. q f 0 be'ccrrl feted b'` CJ ` fl 5 <> AMOUNT: y Co CASH EQUIVALENT-LETTER AUTHORIZING RELEASE RELEASED THIS DATE: c $ CASH CiTY CHECK NO. RELEASED BY: , FINANCE DEPT. !'nev.+rn...s<a.•<e'oefN vNy�% oJ�Vx• n. Srie< niw. n. vY. e<. i.«. a.. :se..n «•.xew.>..wavaw.✓.w)uuW.e a:w <... .. .wtw . wvww.awuJnA <ww<•-.a <waa:,wfc..: �' ... .. .<. va.✓ w. 1sa..,..< ,.�•..:.....v Upon completion through Section 2, Finance personnel shall Upon completion of entire form, Finance personnel shall send copies to: — Developer send copies to: — Developer — Finance Department — Finance Department — Permit Coordinator, DCD — Permit Coordinator, DCD 0w1lao Lily uI iukwila. • • )DEVELOPER'S PROJECT WARRANTY • Y - REQUEST FORM ''' :FSG ••::?Y3'F• ° S:fa;::Y•:J `: .Y .,fC %` ' T :,,� 1•f.:.} .:�. :..,,, } ar•.. r. :i r n:;;: 'ik:. f !'^' lock £ ... y.. �. Lnti +.. }/. ::i:::: w: . �...:vY:.;yC;.rv ':. '' >.,r, ... ... : . .. :: .C f,. r �f <,t.. :.o:c �aRG,Y:}:., � ,I,..a•. ar`%f.3 k:]5 a.. 3i?ix..:. .r'•2 ^y,. .y.;f: ' �5:%!.. tnY,`:. .. <.. : %i ..!!iw , .. Y.,. r.2 }..;:y.;:. }; Y , . .. :r.} r <. + . r... r . i:� .:o�. r., .,::r:: F`. : ; >.;;} )'S' }..0 " tx 2 };ir: i'.� f,`> :!:g i i�f rS • . ;� +, `F:•: %.: .}}+.: r 5��:: �> , •fk:`.Y.,:•.::: Fr >k": • }:.:: y . ; . S�C: ., �y >'f. fta !< <. . : > tfe r!®!o r <I attt,o d'b :Cl ::std : = .: :u ; : }....r, >. . � : D: aV ! *•:�:. � : ::. . . .: .,. .... .... ;,.,... .:.,.. :} :,. • r: /5.:.,. < S?• }F: k:.;;.rf.:L }^ F ��` �'.•f:$• r+ ::#•:•`: >:kf:: �.: :.:: •.:: cr�:: •: :.. » .:....r ,.r,� ........... :. ..:..} ::...: +.,... :..,.:.... .:..:;.:�fi.v:>r::;.<;•k••. .,. >::..w.... : },. r.. .::.:..•,. a., Y..:<:•: r.!>..} .: ?> :::.:U ;`:;. ^.':.: }: :.t:: %:. {. :,:. NAME OF DEVELOPMENT: ,It - _ u a- • t: DATE: /Z /i DEVELOPMENT ADDRESS: t SO Sou 18bill 6-- • PERMIT NO.: 4'u3 cts - O33\ • CASH ASSIGNMENT NAME: TE - .L ....... i p TEL NO. (:2V-1- IA L-} - . BY MAILING OT NDED ADDRESS: I 2 S "1 AVG _SU I'T1= 1140 ' (please print) CITY/STATE/ZIP S t% II . A c l Q , . P OF ITEMS 0 : .� • l - `err ( 19 31" PLANSOOCUMENTS WHERE ITEMS ARE DESCRIBED): • I • LiE.a P■tTrZik W97 ' e� ( i As the owner, or autt)rtzed agent of the owner, I hereby submit at or cash equivalent In the amount of $ 2., $5_ _ _ ($150% of value to complete work described above) and attach supporting documentation for value of work. I will have this work carried out and call for a final Inspection by this date: Se EA: T ijbc, ( / / ), or risk having the City use these funds to carry out the work with their own contractor or 4 in-house manpower. 111 fall to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to complete all work listed above prior to requesting Inspection and release of these iurids. SK3NED: • 0.tA f r P La ,"t, TiTLE: '- ' P .l..1 11 c)IJ .}r;::• ,e,, i>.••:rr %'"+rw,r.::ki, <,rF�;, y: e rr ;.i 'i?..:,: $i ?>F: ; >i;;x•' f , } ::. .;:,• ;:ry. , •:SEGTI�7N`.. _{to b e 06 +rt b n i f irtO ; >.:::.. THIS FUND IS AUTHO ,ZED T• = -. ACCEPTED. SIGNED: O, {,Q, �, i " i DEPARTMENT HEAD: / ' AMOUNT:' G,, r e gg - , to CASH • CASH EQUIVALENT DEPOSITED THIS DATE: 1 - t. -1 t CiTY RECEIPT NO, t L1 t A o RECEIVED BY: 0,...k ` -',. t - > Tl A I. : _. t.. rli >co» "I'. ted `:.::.V.,!::&:•::: ` <-t�v� •:.•h:( +: :' «.••,• >...•:.•.::.: P .:.. <i:..::<...•k.:.Y .:::.:.<.,;.�r•1`< > > :'r<: f : All work identified in Section 1 of this form has now been completed 72 HOUR NOTIFICATION FOR and returned to department which authorized warranty. 1 hereby INSPECTION AND RELEASE OF FUNDS request Inspection and release of my cash/cash equivalent. . DEVELOPERS REPRESENTATIVE: DATE: • �::<;k > =::::: :,}f: •: , � <: ..; � }:;::, }: iii l:: ?.F. } . :(to: b9 cvmptet �C SCA > s< i ! : I have reviewed the above work and found It acceptable and therefore "' ° " "' "`'y " "`" authorize the release of the above cash assignment. CHECKED BY: AUTHORIZED BY: DEPARTMENT: SECTION f:< tiite,evm c ;, r > ( l9t df �� 5�st�1Y) *` > ;. AMOUNT: C• CASH EQUIVALENT - LETTER AUTHORIZING RELEASE RELEASED THIS DATE: INIO CASH CITY CHECK NO. RELEASED BY: , FINANCE DEPT. 1 Upon completion through Section 2, Finance personnel shall Upon completion of entire form, Finance personnel shall send copies to: - Developer send copies to: - Developer - Finance Department - Finance Department - Permit Coordinator, DCD - Permit Coordinator, DCD • ow1 MVO • Design Imports India.12/29/95 Item Description • Completion • Estimated Schedule Cost 1 Raise fire hydrant 6" to 8" to final height 1/15/96 $500.00 of 2'' above sidewalk. l 2. Plant 8 Flaming Ash Trees 3/31/95 $2,400.00 2.5" Caliber Trees Modification Design • Construct Irrigation Modification 3. Plum Double D.C. Vault 1/15/96 $1,000.00 FDC Plum P.I.V. raised to new grades 4. Provide design and construct coalescing plate 3/31/95 $15,000.00 Oil Water Separator 5. Provide barricade and sign at end of sidewalk 1/15/96 $200.00 stating "Sidewalk Closed" permanent 6. DCVC and test report -- plan 3/31/96 $2,000.00 (issued irrigation permit no. PW95- 0330). 7. Water Meter (irrigation/deduct ?) 3/31/96 $25.00 pending landscaping, $25 permit fee 8. Clean existing drainage on site 3/31/96 $500.00 • 9. Install solid lid on catch basin in landscape * $150.00 area 10. Provide as built plan 11. Pull all the permits SD, FL (ASAP) 2/31/96 $50.00 12. Street light per City approval(rewire) $100.00 q: \mev \desindia.doc • • • • y� • • t • CITY OFTUKWILA - - -- I CUSTOMER CHARGE TRANSMITTAL i I . DATE: 7. 2 f l R L �i •. )•I1'd1 E A • HAPPY DAY EMPLOYEES NAME: (4 c..N>,■a 'TP%v-`CM 1 f ?o nr'• i P.,c•••■ tom. • CITY OF TUItWWIL.A . 1 ..• CUSTOMER: 'T%' -1 '"- c00-? . 1 01/02/96 123 CHARGES: • DESCRIPTION ACCOUNT NUMBER AMOUNT 1 •- ft 7j.Cc"1 <^+PrA- RA. u T`l $ 5.. ' • Qeto)t7 .-- bE3tc► -> s GENERA 32850.00 ■•? A -r t .4 7 t A- • TOTF•L . 32850.00 '' CHECK 32850.00 : 1 CHANGE 0.00 ; . . 1271A000 163:5 ` 1 TOTAL $ 3t�1,ro•o° • . Reorder No. 20056 (206) 939.3131 tntiC P. � . . • r'' me.;Pr') LIPY ' C • •• t I OF •. 1.NW.) 1 A .. . • l.•:r -.• •.2i.$50 „II0 .. 0T L :•'•••'•;:+511.00 ,,.7.2LX 32tii50.00 , .. , i::7:n0 le.' 5.9 ,• • •••• • • • • - i' 11 . r.�. , • .. r ..1. ' 111.'.1'.+ 1 . ' •('1i - 1.Ih'. •.11"1 ••1 I . S �.I.,1 1 I r`,,' 41 1 • J1 a1. •. .• Ik 11 •'. 1 'I'd .1 ; i 1 1• FI 1 . 1 • • n.i ^,vr!ho ^ar;c'e.rsi r.ra.:: ., � ,..�.• ». ..,... .. w. .... ,. ..... .. ...» ..... .. .... .. ....... . • •,� • : • • CITY OFTUKWILA 1 CUSTOMER CHARGE TRANSMITTAL . ' DATE: 7,4w►..P,yc'n 4. 1. R R L '•:0V P A ' EMPLOYEE'S NAME: R 1 /4CV W n't•t> "TA IC *1 l / 74A •••r1 -+A s PCB. t�t`it ; lr +r''F' " " ''` • ' . CUSTOMER: "Tw l • L-cs'. coli.P. U :..' A/'i6 j.;.. CHARGES: • DESCRIPTION ACCOUNT NUMBER AMOUNT , 2.''t0. mis►w7. 60 00 , 3 t , `lot • $ 1. -Q; I S l U‹v- h. r \� t ►ti Q 6C .,•. . :H :i:f; i0. ;1i • . Reorder No. 20858 (208) 939.3131 TOTAL $ ..4-- oao ' , • .ti. • 1. • • • . - -- .. DETACH AND RETAIN THIS STATEMENT TRI•LAND CORPORATION THE ATTACHED CHECK IS IN PAYMENT OF ITEM• DESCRIBED BELOW, , IF NOT CORRECT PLCA•C NOTIFY US PROMPTLY. NO RECEIPT DESIRED, DELUXE FORM DVC•3 V•2 DATE DESCRIPTION AMOUNT 044 aintenance Bond -- Sidewalk Improvements 6750 S. 180th #1310 -460 = 2,000.00 • V.2 ,t ii'.i••e:i1!1.; ,1%, :li "t,ili!,. ;fi .:. . ii • .. + .... it•+1; .1 . N.'• I .t t• 11 t .1+•(t z tl .. 1+•. i. ,. ' .. L.L. t•.,:} i :I;; • 1 i ! I 1 ;1:,,..1, ,1+ +t{ t 1 i ,,,.....:,.•• .. ii I I a' •n •1 t1 t1 11 1 1 • • :�... Cf}S t4" MAINTENANCE BOND 9 I N00 PROJECT: _ �=S Parc o HI- LOCATION: 0 5b S. IgS Sf � i l i-4- U.�� 98 /? STATE OF WASHINGTON COUNTY OF KING CITY OF TUKWILA KNOW ALL PERSONS BY THESE PRESENTS, that we Tql"ab &Od1 Gyki as Principal, and the , a Corporation organized and existing under the laws of the State of and authorized to do a surety business in the State of Washington, as Surety, are held and firmly bound unn o the City of Tukwila, State of Washington, in the sum of I �hNSI}�117 �tS1,l,t�M C C1-t�G- lawful money of the United States of America, for p ayment of which, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. The condition of the foregoing obligation is that the above named Principal has properly constructed improvements which conform to all ordinances and requirements of the City of Tukwila. Said improvements have been constructed within the City of Tukwila in accordance with the approved plans on file with the City of Tukwila. ty The Principal is required to g ad for 1 h •V tJsA ko9 Q4ry ($ aoto ) to protect the City of Tukwila against the result of faulty materials and /or workmanship used in said d construction, correcting deficiencies and performing emergency maintenance and repairs for a period of not less than two years from the date of acceptance by the Tukwila City Council of the Bill of Sale and Warranty Agreement on file with the City of Tukwila. Principal and surety further agree to promptly reimburse City of Tukwila for necessary emergency repairs and /or maintenance on said improvements. Repairs or maintenance deemed necessary by the City of Tukwila shall be performed by the Principal on receipt of written notice from the City of Tukwila directing performance of such work. If the Principal shall fail to take steps to make such repair within twenty (20) days after receipt of such notice, the City of Tukwila shall have the right but not the obligation to perform the work or hire a contractor to perform the work and the City of Tukwila shall be reimbursed for all costs, including overhead, by the Surety within an additional ten (10) days, up to the total bond amount. The City shall return, without interest, any overpayment made by the Surety, and the Surety shall pay to the City any actual costs which exceed any City estimate, limited to the bond amount. • ... -, ., e.... .. , .,.. . ern .. +�u ..'r' ^�:' I :-•� �.n ..::. �.m ..;. r... �..- r.......u...,�........w.,. ., ... .,..�......_ . .... .... .... .. ..... ....... ... _. .., /n0„, 2 In the event any lawsuit is instituted to enforce the terms of this bond or to determine the rights of any party hereunder, the prevailing party in such litigation shall be entitled to recover its costs, including attorney's fees, incurred as a result of such lawsuit. SIGNED, SEALED AND DATED THIS /- DAY OF 3 /N 41 - 16 M ) 7 , 19 IN THE PRESE ., CE OF I AN ra s, ;cart Principal -( --pro C - PCOLA d Title Surety By: Attorney -In -Fact APPROVED AS TO FORM: City Attorney FOlditAt A 1/17. (10:78) , s✓I"' 15 St/can—E. LV 98101 • 5 ti BILL OF SALE KNOW ALL MEN BY THESE PRESENTS, that for valuable consideratio 2.4 -- 1-A -tJ() Cplt4 the Grantor, does hereby grant; bargain, convey and sell to the CITY OF TUKWILA, King County, Washington, a municipal corpor- ation, the Grantee, the following described improvements situated in King County, Washington, and located within the easement right -of -way described on Exhibit A hereto as follows: MO NW / 3 �= C u 'wt SIP r Oc- sr D tuc- r r t . , w r LA wfi- , Q f/ r Together with any other appurtenances thereto. To have and to hold the same to the said Grantee, its successors and assigns forever. The undersigned hereby covenants that it is the lawful owner of said property; that the same is free from all encum- brances; that all bills for labor and material have been paid; that it has the right to sell the same as aforesaid; that it will warrant and defend the same against the lawful claims and demand of all persons and will pay any costs, including reasonable attorney's fees incurred by Grantee, arising out of any such claim or demand. 1 • i The Bill of Sale is given in consideration of the agreement of the Grantee, for itself, its successors and assigns to incorporate said - utilities in its utility system and to maintain them as provided in the applicable City Ordinances. This Bill of Sale is given and accepted pursuant to a motion duly made, seconded and passed by the City Council of the City of Tukwila, King County, Washington, on the day of ` v , 19 9( . . GRANTORS: ��^^ _�,�, ,�, GRANTEE: CITY OF TUKWILA n.-1. - 1.-410 1 � `Ut�PEJ/ WV ‘ I ►�.4 t — Mayor p-d„ -/ AT f ST : ri°•S t r�.n... ' e . ct II City Clerk 1 Aw ., 0,„&t, kc cr• PO /14tA : . G "`I �', STATE OF WASHINGTON ) - +aril ss County of King ) 0 On this , day of 19 ',(.., before me, r the undersigned, a Notary Publ c in and for the State of Washington, duly commissioned and sworn, personally appeared _TokK Ls) la-h175 and . ake 4 (4'12`'L4 , known to me to be the Mayor and City Clerk, respectively, of CITY OF TUKWILA, the municipal corporation that executed the foregoing Bill of Sale and acknowledged said Bill of Sale to be the free and voluntary act and deed of said municipal corporation, for the uses and purposes therein mentioned, and on oath stated that they are authorized to execute the said Bill of Sale. WITNESS my hand and official seal hereto affixed the day and year above written., r `o offllll, f4 s • 0t Nj9),1:!** 1 / V 'i �' Am IV: NOTARY PUBLIC i ��and for the �/ : --it-4. N= ..19r; of Washi gton, 1 residing at "� • ;� '�•�: I►� __ r� /� - ', 4''�...,w. C,� ',�' 2 , ,, , ; I01 � '�'k so 1�,9 1 i STATE OF b() fr ,/ ) ss • County of i� ` ` On this 9-"- day of 14V , 19 T before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared �'Fti -c.k r. ,.nom , QA—es r D r T?2.1 1,144.6 Cua o n) to me known to be the individual described in and who executed the foregoing Bill of Sale, and acknowledged to me that _ hem signed and sealed the said Bill of Sale as '-VS free and voluntary act and deed for the uses and purposes therein mentioned. WITNESS my hand and official seal hereto affixed the day and year above written. Y ' � ti .��aq x, Q '" ''ny`7� i� NOTAR PUBLIC in and for the � a NOTARY N i Sta a of Washington, residing at e,P�rr.. ►.(lcc� • C►S ' , . • i F WAS N • ` k. • • 3 . , ..t %7:., % !• 1. 8 r w .1 /• ~lit i.1 •' t `' J v +t�� /909 � . , ' i it , 4 ,3 1 , , , :,.; ...:,: _ . .„.., ,.. : 4 , A '. ;': I ;a Washington . . Resolution No. /a 7 A RESOLUTION OF THE CITY COUNCIL. OF THE CITY OF . TUKWILA, WASHINGTON, ADOPTING A CBD TREE PLAN. WHEREAS, the CBD sidewalk construction necessitates removing existing trees for a variety of safety and landscaping reasons; and WHEREAS, a coordinated tree plan has been prepared and reviewed; and t WHEREAS, a schedule has been prepared and approved by the Transportation Committee for CBD sidewalks and trees as shown on the attached figures; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, HEREBY RESOLVES AS FOLLOWS: . That the CBD Tree Plan is adopted and the CBD sidewalk project and development projects will plant,trees in accord with the plan as follows: Street Tree Type Tukwila Parkway ' Flame Ash ( Fraxinus oxycarpa) Andover Park East Tulip Tree (Liriodendron tulipifera) Andover Park West • Marshall Ash (Fraxinus pennsylvanica • lanceolata) Southcenter Parkway Red Oak (Quercus rubra) Strander, Baker, Minkler Red Maple (Acer rubrum) South. 180th"Street r;': { , .. ' .Flame Ash (Fraxinus oxyc' "area)° +n:. ""4....w.,., .+..._- ....._ .....,...a., ,.f::'', u,:.lr.i ::: '...e.h11� :.4 ... ....t.......,,.,,.a).4 .........�:._ . � ....... ......... . Nodes . Southcenter Parkway intersections Kobus Magnolia (Nagolia kobus) Andover Park West intersections Lavalle Hawthorn (Crataegus lavallei) Andover Park East intersections Bradford Pear (Pyrus calleryana) Pedestrian Links Vine Maple (Acer circinatum) PASSED BY THE CITY COUNCIL OF 1 CI Y OF TUKWIL •. ; WASHINGTON, at a regular meeting thereof this / Se. day of .46.r.._. -,�. -- _ ' , 1993, 4 / 2 ) A01.tVi(4__ • Steve Lawrence, Council President AI 41 .4-..t....e_. ( - - ---s . 6 . 4 . e E. Cantu, City Clerk . APPROVED AS TO FORM: . • Office of the City Attorney Filed with the City Clerk: /O -,g' e•- Passed by the City Council:_/ /- / "! Resolution Number /a 76:. . c CITY OF TUKWILA SEWER, WATER AND STORM CAPITAL ASSET ACQUISITION INSTRUCTIONS: This form is to be completed anytime a capital item is acquired by the City. It is to be filled in as soon as possible and forwarded to the City Clerk with complete ' documentation for recording. NOTE: State law requires assets acquired from a special service district to be transferred by ordinance. TRANSACTION: ■ 1. [ ] Developers Agreement: Natnr $2 J2 Li j . Council Action: . o. 6/:tA4c) Date: 5 679' 2. [ $ Bill of Sale: Amt. $ (b + From: 90-4- Date 9 Owner: { L6WJ0 (,p j/l..,fhovki 3 . [ ] Other: 1 3 1 - 5 "" fib# Pry Svt 11=• 1 yo Explain S Z� WA- 98/ ASSET DESCRIPTION: [ ] WATER [ ] SEWER [ ] STORM [ X ] CURB /GUTTER/ SIDEWALK AND STREET A (�X l l� � '35 / 0 1' Co L..w 101;, S i DC- w ALi ._ Frz i A PP 6. Igb T. I o F tov6 !off 50 S Igam ST. "TU�w I+-r-1 63,4 .1 certify hat to •e bes of my knowledge the above information is true and accurate. A .,,i , / /9 1. a' ure - repar men 'anager Date I here b approve the acceptance of the named asset(s) on behalf of the City. 601 /0474 `:yo� ra e Recquired for assets over $25,000 in value: By Council action at the regular meeting (date: ) of the Tukwila City Council, the above as is were accepted. Counci 1 e^esiden _ Date _„,„ „Lt.__ r&. , ., ,, , : i y er Date Distribution: ( ) Risk Manager ( ) Utility Asset Accounting ( ) Maint. Div. I, Utility ( ) Infrastructure File.2.00.19 ( ) City Clerk (ORIGINALS) DOCUMENTATION ATTACHED - List: (i.e., Bill of Sale, P.O., Receipts, Drawings, Materials List, Easements, Agreement, Permits) (1 Bill of Sale ( -j--) List of Materials /Cost ( ) Ordinance /Resolution ( ) Easements ( ) Devel. Agreement (�) Letter of Recommended ( ) Permits ( .) Drawings Acceptance (PROTYPE 7/30/90) ACCOUNT TITLE & NUMBER AVERAGE TOTAL TOTAL ACCUMULATED UNIT DATE SERVICE ORIGINAL DEPRECIATION DEPRECIATION DESCRIPTION QUANTITY COST INSTALLED LIFE COST PER YEAR 12/31/ Aprri r� = 3S s' o r (v SIfEw Po-u- Fi2,q % Sc-' lb - ZD �s E, �b / , ' '/ S �Qb cr" Inuf X150 ZIM /0 Y 5 11'0 Si- "TjY- tWi1-4 L) Or- ACCOUNT TITLE & NUMBER AVERAGE TOTAL TOTAL ACCUMULATED UNIT DATE SERVICE ORIGINAL DEPRECIATION DEPRECIATION DESCRIPTION - QUANTITY COST INSTALLED LIFE COST PER YEAR 12/31/ A ffitor`im Pri10- 3511 l ‘ o r' 10 Sl t7Ew 1 itb Prup 1.0-7Sb 21 y t sr 111 / �1y5 21,1P-S 2.l s 3 Koh Sfi - rt ,us i t-4 • • 1 //, ACCOUNT TI . TITLE & NUMBER AVERAGE TOTAL TOTAL ACCUMULATED UNIT DATE SERVICE ORIGINAL DEPRECIATION DEPRECIATION DESCRIPTION QUANTITY COST INSTALLED LIFE COST PER YEAR 12/31/ Apr Itomm wrts- 3 ',. Or t Li 51 Dew PA-4.- f cN;IN�" - �r P ,Si) b ?� - I�b`'''"' '�° ��so 21 sr lu " / Z�f Z9/1" Dig 0 S Isom Sr i1-? 3 _ boLAA, 2 D ,„1_,),„,_ (1-0_ LA-mu D.rpor cibtf2- CIL 41 HO-7) p Bak ; ( ff ) Cre. x- .250 K �a� \ n 'j 1301 F; -e,QA _ . 0.C. • • ' : . • • • • 296 -81 -315 Title 296 WAC: Labor and Industries, Department of " than 54 x 54 inches 1/ • 1' 11 11 distance from wall to (4) If located in a closed compartment, door shall be • 02/05/1996 09:55 206- 946 -2567 ACCESS ELEVATOR INC PAGE 01 ACCESS Elevator Inc 29843 24th P1. So. RECEIVED Federal Way, WA 98003 -4203 Phone: (206) 946-3781 FEB 0 5 1996 Fax: (206) 946 -2567 COMMUNITY DEVELOPMENT FAX TRANSMISSION COVER SHEET Date: f S IC Lp To: t E From {Cy :vI,J Vi R,S Fax: L 13 I -- 3 Co to S YOU SHOULD .RECEIVE _ PAGE(S), INCLUDING THIS COVER SHEET. IF YOU DO NOT RECEIVE ALL THE PAGES, PLEASE "sb CALL_(206 )946 -3 781. �. a n, : � CP w a . s L S ! 9 t J et- Tc b c c- 1C_ ._ U!r. 02/05/1996 09:55 206- 946 -2567 ACCESS ELEVATOR INC PAGE 02 . 6 .I/T a l'I' l I 11 6c15-03(0 i i:1 i1 i M '~ ! . 9 STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES DEAR BUILDING OFFICIAL: , This form is to bring to your department's attention the fact that the conveyance designated below is being proposed for installation �� an •xistinq corosercial bui] within your jurisdiction, and this form will accompany the installer's Installation Application to our Department. If you have any regulations that would prohibit thin installation please notify the installer, and do not sign this fora Inclined Wheelchair Lift . - Vertical Wheelchair Lift (The travel shall not exceed 12 ft nor penetrate a floor. ANSI A17.1, Rule 2000.7a) ____Inclined Chair Lift Residence Elevator (installed in other than a private residence) All conveyances shall be .installed to code. Any deviation from the code shall require a variance from the Department of Labor • and Industries Elevator Section prior to a permit being issued. Locat n Name (for conveyance) Loca: on Te e one 7., (9`750 S. f c8 o s4-, 1 t.,, le. w tic, 1. 1.2 . Street Address City 1 � J 1 ,ACIi OWL�PGED BY: / ,,(LAMQ .)A trIA-) . Le- ble S gna re of Building Official ''.! O/ ( ' j31— 370 T t e I Telephone # If you have any questions please contact the Elevator Section at p (206) 249 -6657 in Tukwila (south Seattle). 1 Pe s hall +6y letbele.ci acid rr.cL lY t)Qilah)r a.cGci> ar is4&i1ce, tiio-I ;Cca�;av� sys -/el» ilia f k Pi y J,eIween ex�I-erir,r u.)1 , 1 PO10.tl (xi 1- _ r 1i'4 Q91c4 iTni�k. sia-e em -I Prruide, 45,1514.7fc ftcle`I, 8 - tic)- h .Y5-4e mill k cdQleY VI1716 14i build, i. i11570ec - 10 r cf, 4'me o4 -(:-.),a/ ro,+s.4 I YIsQecJicyn , Ayi CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * DATE Il PROJECT NAME DE51414 /MPORT5 INp /A ADDRESS 05 5. 100 +1- 5T CONTACT PERSON 1Z 0r(GE A, PHONE 565- e30 ARCHITECT OR ENGINEER LPN A lu i l r5 PLAN CHECK/PERMIT NUMBER E.595- D3(57 TYPE OF REVISION: t eVI10)4 "r0 ?2t;.V1et) PruiL P4T6 12111/45 4.MMC/f0/25 C'w-O NQy' I3E /N5TAGL6O /A/ ,EX157 /N6 P /LASTgK . C.!0L\VQ A I /kg l al o � of 10 NPPRu 3A 12 1995 l lVIS1�n' SHEET NUMBER(S) 1 of 1 qt INC "Cloud" or highlight all areas of revisions and date revisions. SUBM1TrED TO: -I��L 1` L -5(;(J Pi.-,t i��Nlln1�la CITY OF TUKWILA JAN 041996 PERMIT CENTER ENGINEERS NORTHWEST(' INC. P.S. 6869 WOODLAWN AVE, N. E, - SUITE 205 _ SEATTLE, WA 98115 - 12O6)526 -7560 • FAX # (206) 522.5898 revision to detail pilaster sketch section TNFQRMATION MEMO 695-D3,0 TO: Mayor Wally Rants FROM: Ross Ea rl • / ' ublic Works Director DATE: January 2, 1996 SUBJECT: Design Imports India 6750 South 180th Street Turnover of Sidewalk Improvements ISSUE: Turnover 6 -foot wide sidewalk and associated curb /gutter and driveways as condition of Design Imports India development. BACKGROUND: Conditions were placed on the subject development to provide the following turnover documents: A. Letter of request for turnover B. As -built plans for proposed public facilities C. Capital Asset Acquisition form D. List of Materials /Costs (city format) E. Bill of Sale F. Letter for two -year maintenance period & Developer's Project Warranty Request form for $2,000 maintenance bond G. Developer's Project Warranty Request form with attached list of outstanding items and schedule for completion H. Signed -off permits Easements for this portion of sidewalk system within private property have already been secured by the City under the CBD Sidewalk Program. These facilities have been built and inspected and are now ready for turnover as public infrastructure. ALTERNATIVES: None. RECOMMENDATIONS: Request Utilities Committee to move to February 5, 1996, consent agenda to authorize Mayor to sign acceptance forms (attached). RAE/PRF:ad attachments: vicinity map documents A - H cf: Joanna Spencer Greg Villanueva • Ted Freemire Development File (C: MSOFFICEIWINWOPD'ALICEDOC28) NOTE: ( II • I ' • 1 , '.# . . s 0•0 • ,, •## • meeting. L l z c Corate Driv N , Corporate 9� P x I ((--- - Drive S 30 v h __ kinkier Blvd Upland Drive , 11.E r Private L r' , A F ::::: N � • 6 s. i'Gd . S V 43 St w ?' sr. i n ' Ste Pk Dr 4 0 ; S Bt D in Rive e // d r $ Dr. A 72) SsI4N Irnpbitr y' // Todd s, 7 a note p 4 -INDIA or or �� y H h ti Y +' /; / / S Glacier St _ E f y , / /:;�( • is ��"" . ., .., • \l ictrl(T`q f MAP • )) . ..... • , . , . , , . . , . , . . . .. . . . <.,.. ,, ... .... vv v. ,. X., .'!.. ,,...,,.a ,.,. .,. :..,.. ..,.. ...... w..,,,.v +,.- .u. «, rr, :•w Krrrc..c. +,w';vr'1.n is..y ...y ..,. ,,........ »«..., ._. ...__......,......,....._.. ». ,._I.._ . _ .. .. .._._ _ .....,...,- A TR I - LAND CORPORATION 1325 FOURTH AVENUE, SUITE 1940 SEATTLE, WASHINGTON 98101 -2510 (206) 624 -4494 January 2, 1996 FAX :(206) 624-5014 City of Tukwila Department of Public Works Tukwila, WA 98168 Re: Design Imports India 6750 S. 180th Tukwila, WA 98188 Gentlepersons: This letter requests your acceptance of the dedication of Sidewalk Improvements fronting 6750 South 180th Street, Tukwila, WA. Sincerely, a.)4_, 9 7a. J ck J. Link President JJL:emh • 6 ROY E. DUNHAM COMPANY GENERAL CONTRAC7ORS RECEIVED CITY OF TUKWILA JAN 0 2 1996 PERMIT CENTER January 2, 1996 CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD, SUITE 100 TUKWILA, WASHINGTON 98188 Reference: Design Import India Handicap Lift Gentlemen; The handicap lift for this project has been ordered through Access Elevator. It is our understanding, from them, that the lift will arrive around March 15, 1996 with installation and inspection to be completed by March 31, 1996. Sincerely, Kevin L. Dunham KLD:rI P.O. BOX .199 REDMOND, WASHINGTON 88073 (208) 885.2272 Cgnt Uc. Na ROYEOC'2510Z FAX (2081801.9088 ; • Architecture and Planning. Inc, • Rayed A Borg; A I A , 1201 Fourth Ave. S , Suite 102 Seattle, WA 98134 (206) 583 -8030 Fax (206) 583.0708 b CitC TRANSMITTAL CC/i To: GIT'( Dalo: t?tG. 21 , I Project Name:vt6� I1- 4 FbR1S (ate ProJocl No.: .1 s 2 5 Re: 1,2EVt5toN • ScJ!)NtrITALS Description: 7_ Co ies g,E0lsto11/4J 50j314 6T�i�cl..5 ( `ate 712An1SMt"L''C',al.. "D /k'Tt-U 1 /a15) r l l Y Remarks: Via: • ❑ Sent per your Request ❑ For Distribution ❑ Mail { ❑ For your Use /Reference ❑ For your Records ❑ Courier fi ❑ For Review and Comment ❑ Other ❑ Hand Deliver ❑, iour Signature ❑ Federal Express lJ For your Approval ❑ Hold for Pickup STP'M iPeV 4 sIa:,h1 `(ot»R. 'Re iesr. • By: I4e1 k 661 a ' cc. FIECFIVFD CITY OF TUKWILA DEC 2 9 1995 PERMIT CENTER . .r .rv,..,n .. r....,,. -• n +. a.-.• a rsn w „� . v . 4 • - , w"`t�1'yfiw U) �Y;lllssx . -.e. - .. . »Awn tvi ,... Art I nt,,c,tnre u i Pic it ping Inc i1 rv id By v_oe.lei 3 :..0 E R cc: DEC 2 2 1995 7 n COMMUNE i Y ,`r DEVELOPMENT '' ,a<r: • CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433 -1851 • • * *REVISION SUBMITTAL ** DATE It/Z • PROJECT NAME . 8161∎1 11\1121A 110(X ADDRESS 67 • 5GtYf !-1 eb&t' ST - t • . CONTACT PERSON 420 `(GV e?e..142t1 A & PHONE 553 � 3 Q ARCHITECT OR ENGINEER 1.1 I24N 17arT5 • • PERMIT NUMBER Piel (If previously issued) PLAN CHECK NUMBER V)95 03(p7 TYPE OF REVISION: $ NV. P '1 014 • ►i L �bv ..0► .C., A,.1 . DOt .. AG- '.2 M Z. SHEET NUMBER(S) - 1"1 1' LJ Del' A Ul ‘j • "Cloud" or highlight all a eas revisi•ns and date revisions. • . SUBMITTED TO: 1 DEC 2 2 1995 COMMUNITY DEVELOPMENT partial building plan 126MOV URINAL vvAKeHouSe p A 3 1. 6 11 Ell 0 • 0110 EXISTING ROUGHED-OUT PLUMBING, RESTROOM c.4 TO SE FINISHED EXISTING RESTROOM REMOVE URINAL AND !REFINISH 8' HIGH P ARTITION FIRE TAPED AND FINISHED PAINTED SOT- SIDES 31/2" STDS. 6 24" o.6, 8/8" GL1J5 TYPE 'X' EA. SIDE N team ammo mar 23'-0" 5 . 13 '4.' 33 RE1 RED , . A' C CT. YING( CHIN :TE JNGT -11, • WAREHOUSE RESTRGGM PLAN 1/4 DEC 22 1995 7/T-4 DEVELOPM 5/2,,,, ),. r x ? -.3.1 . j _....._ _.. ---_____ 4.-__. .__, .. '—*V°.). 5/.4" , 3 i I I (a :; he') ! /V4.-. 4L,Z ' .44V V /uhf . NI DEV EL P ti N " south elevation on grid • "J;"�1LA,gs C i ; 1 o ' f.'0'., 2 City •v, f Tukwila John W. Rants, Mayor r W i A,` t /;, ti; f /2 r = Fire Department Thomas P. Keefe, Fine Chief 1908 November 30, 1995 Fire Department Review Control #B95 -0367 (512) • Re: Design Imports India - 6750 South 180th Street g p r Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Storage under exterior or interior stairways shall not be permitted unless such space is protected on the enclosed side by one hour fire - resistive construction and sprinklered where required. (UFC 1210.3) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1 - 1212.8) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Faro (206) 5754439 • A ( ... (( ;: • O ; City of Tukwila C� John W. Rants, Mayor %I , ` : r = : Fire Department Thomas P. Keefe, Fire Chief lk... ,, ..,.•Ar / _- Page number 2 Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) 3. All new sprinkler systems and all modifications to • existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Hose racks must remain unobstructed to allow the rack to swing freely. (UFC 1001.7.3) Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 4.1.3.2.1) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 57$44139 .. ... .. . .. ....;.., v- ,.- vn.....w- •..nhvn a\v.vW..ir.Nnhl. a H....r.5'ir:xu..... ._......_. .. _ ......... . A. "N.. ,'. O ' i ,. G A `s C ity of l ukwila John W. Rants, Mayor u , , f - . 2 - Fire Department Thomas P. Keefe, Fire Chief , ' %"*.... ....•..... ,'`, /908 Page number 3 partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly. installed. (UFC 701) This review limited to speculative tenant space only - special;fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Pre ention Bureau cc: T.F.D. file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 5754404 • Fax (206) 5754439 • .., : >'i' , +, .,... ' .•..,,. ,xki ^:�,.? ,.. ., t s. r..i +r,r,t,•:rs ;:s .r�•:,.o. x> ..rr + »ua ; +vrrrr'+..=n,r.• Architecture and Planning, Inc..' ^ ' Revco A.' 13erg, A:1.A., 1201 Fourth Ave.: S•• Suite 102 Seattle, WA 98134 (206) -8030 FOX (206) 581 0708 . • , `(�"�` j ` ( .��i ri F` -,.: S` li it 1.i'.�., .. y. November 28, 1995 NOV 3 0 1995 COMMUNITY Ken Nelsen, Plans Examiner DEVELOPMENT' City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 RE: Design Imports India Tenant Improvement Plan Check Number B95- 0367 -- -City Letter dated 20 November 1995 Dear Mr. Nelson, 1. We have reviewed accessibility with the owner of this project, and they prefer to use a lift, versus an elevator or ramp, to retrofit this project for the following reasons. • This is a tenant improvement in an existing facility and there is not sufficient area for a ramp without reducing the parking and landscaping on the project. • The lift can be relocated to a new position for future tenants, as the primary access point may change throughout the life of a multi- tenant building. • This project was first constructed in 1971 and added to in 1974, the City's parking requirement at the time was for warehouse only and years later the City added parking requirements for office area. Every parking stall is significant to this tenant and future tenants. • The Owner has already eliminated one of the curb -cut entries to the property in order to gain additional parking required for the Tenant. • The Owner has in the past remodeled existing space within their buildings and have complied with the accessibility requirements by using a lift within the City of Tukwila, as was the case in regard to Cooke Sales and NB! Interiors, in order to preserve parking or access to the dock high doors. The proposed lift would conform to current standards, WAC Section 296 -81, and will be submitted as part of the approval package. The Owner desires to comply with all codes and city requirements and requests consideration 4* LI clpprcved ?C OV i J ec G (( Co v\ kro k5 cowl PL3 (,.. i W A C_ 2 4) -31-Se-0. 'IA + suiL Nor Ken Nelson Page 2 November 28, 1995 of this issue based on existing conditions and overall feasibility in maintaining minimum parking requirements for leasability of this project. 2. The Owner and Tenant were advised, and again notified as of this date that any expansion on the existing mezzanine level beyond proposed office (of less than 3,000 square feet) would require an elevator, to meet access codes. Historically, this mezzanine level was previously all office use before demolition. It was established prior to the reduction in total square feet required for accessibility per current codes. Respectfully, Ro ce rg LP Architect , President cc: Jack Link, Tri -Land Frank Agostino, Corporate Real Estate LPN Architecture & Planning Inc., Royce A. Berg, A.I.A., 1201 4th Ave So., Suite 102, Seattle, WA 98134 (206)583 -8030 !L TOE GUAR r G Model) SUGGESTED SPECIF ATION PART 1 - GENERAL 6. All Welded Parts: welders certified in accordance with require- ments of AWS D1.1. 7. Coatings /Surfacing: Lift shall be finished with electrostatically 1.01 DESCRIPTION OF PRODUCT applied thermostatic powder coat finish for indoor or outdoor use. Avertical platform(wheelchair) lifting device, manufactured byCheney Standard colors are Sable Brown, Taupe, Pearl Gray or Ivory. Division of Access industries, Inc., designed to provide access to or within a building for mobility impaired persons. Lift consists of machine Controls and Safety Devices: Lilt shall have the following: tower, lifting platform and toe guard enclosure selected and dimen- Platform Controls - 24 VAC ON /OFF key switch, constant pres- sioned to provide adequate lifting height to suit building access sure directional paddle switches, emergency stop switch. requirements indoors and outdoors. Lilt shall have capacity to lift 750 2. Landing Controls - ON /OFF key switch and constant pressure lbs. (327 kg) to lilting height of 6 ft, (1829mm) maximum when Call /Send buttons. anchored on level, 4" (102mm) thick 3500 psi (241 bar) reinforced 3. Integral ball screw safety device. concrete pad. 4. Automatic spring actuated, electrically released brake mounted to ball screw shaft. 1.02 QUALITY ASSURANCE 5. Grounded electrical system with upper and final limit switches and Lift shall be designed, tested and installed In compliance with appli• 24 VAC operating controls. cable regulations of all governing agencies with Jurisdiction and in 6. Fixed access ramp, 42' (1067mm) high side guard panels and accordance with AGME /ANSI A.17.1 standards. All load ratings and nonslip platform and access ramp surfaces. safety factors must be certified by a professional engineer. Lift shall be V. Securitykey locks atcontrolsforlimited access to meet requirements ' subject to applicable state, local and city approval prior to installation of ASME/ANSI A17.1. and subject to inspection after Installation. 8. 51" (1295mm) lower landing gate for 48" (1219mm) lilting height Submittals: Lift contractor will submit drawing and (or) manufacturer's or 75" (1905mm) lower landing gate 72' (1829mm) lifting height, literature for approval. Drawings shall show rough -in and wiring 42" (1067mm) self - closing gate shall be provided on platform and • requirements, at top landing (option:) or 6'8" (2032mm) flush mount 1.1/2 hr. lire Substitutions: No substitutions will be considered unless written re- rated door with self - closure and electric door strike, Electro- quest for approval has been submitted by the bidder and received by mechanical Interlocks allow platform ascenVdescent only when the architect at least 10 days prior to the date of receipt of bids. gates /doors are closed and locked, • 9. Grab rail on platform for rider security. 10. Emergency stop shall cut off power to lift. Signaling device shall provide audio alarm that can be activated from platform or(optlon:) ' PART 2 - PRODUCT landings for emergency assistance. 11. Hand crank for manually raising /lowering platform in event of 2.01 MANUFACTURER/EQUIPMENT power or component failure. Lift shall be VPL® Series 2000 TG Model with maximum lifting height of (specify:)48" or 72" (1219mm or 1829mm) and a 32' x 54" (813mm Applicable Standards: Lift shall be designed and manufactured in x 1372 mm) platform manufactured by Cheney Division of Access accordance with following standards: Industries, Inc., 4001 E. 138th Street, Grandview, MO, (800) 925- 1 • American National Standards Institute (ASME /ANSI) A17.1. 3100, FAX (816) 763-3100. 2. Americans with Disabilities Act (ADA) 1. Capacity: 750 lbs. (327 kg). 3. National Building Code (BOCA) 2. Nominal speed: 12 fpm (.06 ms) 4. National Electrical Code (NEC) 3. Drive System: Motor - 115 or 220 volt, 9.2/4.6 amp single-phase 5. American Society for Testing Materials (ASTM) motor with minimum 1/2 hp, 1750 rpm Instant reverse capability. 6. American Wattling Society (AWS) Lift stops automatcally screw design i with rotating screw ings. Drive - Recirculating ball 7. Underwriters Laboratories (UL) screw design with rotating screw. 4. Static Load Test: All load ratings and safety factors shall meet or 2,02 ELECTRICAL SYSTEMS exceed those specified In ASME/ANSI A17.1, Part XX Section Wiring: Electrical contractor shall provide a 120V or 230V, single 2000 for public buildings when Installed In a hoistway and appro- phase, 20 amp electrical power source connection. priately equipped and Part XXI Section 2100 for private residences and shall be certified by professional engineer. Fabrication/Components: 1. Main Frame: 1.5' sq. x .083" wall steel tubing. 2. Platform, Ramp and Toe Guard: All steel construction with Integral stiffening ribs; slip resistant surface; toe guard is 51' (1295mm) ACCESS ELEVATOR M high for 48" (1219mm) lifting height and 75" (1905mm) high for 72' 29 842TH E L T Q. AACCESS (1829mm) lifting height. FEDERAL WAY, WA 99003 INDUSTRIES, INC. 3. Barrier Framework: 1.1/2' sq. x .083 structural steel tubing. (200) 940.3781 ACCESSIBILITY PRODUCTS 4. Carriage: 3' sq. x .250' wall steel cross tube with 2" x 4" x .250' wall SEA/E - SIDE (208) 623 0731 4001 East 138th Street uprights. Large 6' dia. urethane carriage wheels. Grandview. MO 64030-2840 5. Side Guard and Front Panels: 18 ga. steel sheet panel in 1 -1/2" sq. Phone: 816-763-3100 x .083 steel tubing frame. Fax: 816-763-4467 7/94 Toll Free: 800-925-3100 4 1 J � - vJ i#Vq , , � c t. : , 1 ' (►; . d.� t ty � f l u � la John W. Rants, Mayor t J N °•'. a/ ! Department of Community Development Steve Lancaster, Director 11, 1908 November 20, 1995 Royce Berg LPN Architects 1201 Fourth Ave. So., Suite 102 Seattle, WA 98134 RE: Design Imports India tenant improvement Plan check number B95 -0367 Dear Mr. Berg, The initial review of the subject plans has determined the following concerns. These concerns must be addressed prior to approval at final plan review. To expedite your project through our permit system, I have forwarded the file to other city departments while waiting for your response. 1. The Washington State accessible building requirements in Chapter 11 allows the use of platform lifts as an alternate to accessible ramp construction only when it is demonstrated that ramps are infeasible. No evidence has been provided to justify an alternate to the specific ramp requirements. Revise the plans showing ramp construction or submit applicable documentation for consideration of alternate proposals. (Please note, the use of a platform lift will also require the submitting of plans and specification demonstrating the lift itself does conform with WAC Section 296 -81). 2. Solely for information, approval to convert the existing upper mezzanine level to an office occupancy is under the condition that any future increase of enclosed area on the mezzanine level will NOT be allowed without the installation of an elevators in conformance to W.A.C. 51 -30 Section 1103. • Please confirm you have received these comments by contacting this office and /or submit revisions within ten working days. Feel free to call me on any questions at 431 -3670, 8:30 am to 5:00 pm. Sincerely, 4,, A iv,...u....... Ken Nelsen Plans Examiner 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665 CITY OF TUKWILA pECelveo CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD NO R 0 71995 I TUKWILA, WA 98188 • f PERMIT CENTER * * REVISION SU ' „1l iTTAL * DATE ii 17 1 ✓ c PROJECT NAME lat• (t1 n.1 1 PVC"` 15 IQ 0 IA ADDRESS CONTACT PERSON OW6 o" PHONE ST& 3 to 36 ARCHITECT OR ENGINEER L k l ' ir PLAN CHECK/PERMIT.NUMBER . "' 95- 0 301 TYPE OF REVISION: lo &t , CALCUL 411106 , . )0106 i.o. L4* 1 mevUtdirlA) I 4L1%116- CAtt,tildmoo eio(, 9* SHEET NUMBER(S) l / ✓ �� S'1i "Cloud" or highlight all areas of revisions and date revisions. 'SUBMITTED TO: WAX k 'N.> Architecture. and Planning " .Leason Pomeroy Northwest, inc „Royce AA. Berg, • A.1 A.,. Pine Street; Suite 300 Seatfle, WA.98101_ (206) 583 -8030. L` ' Archi cts & Planhers 1201 Puffin Ave. 80., Suite 102 TRANSMITTAL $edttie, WA 98834 To: G ril D irV M' iY t. Date i tJD V h gb IA ' 1 *: 0 4 5'` i. Project Name: 0 ,J) OA I UP•i , Project No.: Yal"6.- Re: Pam rr .95"- ®36J7 Description; , Oi ��' it? -du rety Tor .r / &all 4 1111Ai' _ 7 ;fir' afr 11741 A rill /i .-,1 ... ; _ 1 17.°1 1' i Remarks: Via: r Sent per your Request ❑ For Distribution ❑ Mall ❑ For your Use /Reference ❑ For your Records ❑ Courier ❑ For Review and Comment ❑ Other and Deliver ❑ For your Signature ❑ Federal Express ❑ For your Approval ❑ Hold for Plck -up By• t2OY ( P;01,6,e- RECEIVED CITY OF TUKWILA cc: NOV 0 7 1995 PERMIT CENTER • . N.E. 1/4 S. 35. T. 23 N.. R. 4 E.. W.M. 20 0 20 40 SO 1 , Ate •• 1 = sc _� IN re T • __ 7 - -' 6750 0 - 1i11 • 54= R�t1LROAD' - _e � ! - t_ � r * } EASE _Nr t II a;�w 1 ::; `` • ` K -� Z • 1 1232 1 - 1 1- .. - , _r 1 \' _ •6. `I • t,_ . i j � % i S • I. t�t • : It r1f } �- __-- --- -- --- ' I. - • a } � r ` 'k = JS•i1E - i \ - s _ � •�::.s f J♦ -x .c _- se 15 • UALITY cow. CGF:- -.p � � _ 1 :_.. I' ': /, ,?,•: , �:.. t _ E ?' C st £ASE£NT j © }- '- T , i �. 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M ?-'- r.irl_az -_ • tt�t _ _ � � � - - ... -r. ........ - J 'in••`^., ] / 1 , / _• - - r ''� , . , i - - - - •::1. F :_ _:::- 'v -'.tim 7-__ ...:_�-=.c�c -- _-- ....__ • ' Y . - _. F - j 1 r' '• :,' • _ t a>.LL` N- :S::1Q , £ASEUEI1 r ' --i i i i s •i � •< ,:. ; . :^t ±at /"! - " - f �� � ),- , / ;�.. i s f.'!�� �, ::Cr , '. ' • 18000 / _ cr.,/ ,' • . J j f: /. / .- - /''ii�i� >`• C C. STA .717+57.0 LT.) O STA 717+95.4 (41.6' LT.) ! p STA 718 +30.2 (40.6' LT.) a STA 713 +17.8 (JS.5' LT.) STA 7161- 18.8 (30.7' LT.) ® STA 719 +81.6 (39.6' LT.) BEGIN Cf7,JQJT ETE ENO 6' »IDC CEMENT CE UENT CONCRETE SIDEWALK RELOCATE TEL Rt5£R ADJUST STRtt J LIGHT REAKri: 4" DEC. TREE CURB AND GUTTER SIDEWALK. U4TCH ANGLE POINT (BY ::,.fRS) tLANOIIOLE TO GRADE MATCH COSTING CURB ELEVATION OF RUBBER .: (K CROSSING. 1 t STA. 718 +42.4 (35.5' LT_) © 514. 713+29.1 (40.2' LT.) STA 716 +68 5 (35.0' LT.) STA. 717+72.1 (362• LT.) CDIENT CONCRETE s/OEWALX REUOVE (J) 5 DEC. TREES RELOCATE 6 FJ1. (1 2• L T.) NOTES: 0 CEUENT �CR£7E SIDEWALK O STA • . 41.6' LT) r0 ANGLE POINT STA. 713 +35.0 (32J' LT.) 1. EXIS7JNC UT1L11} LOCATIONS ARE APPROXLANTE AND Mali POINT STA 718 +. 1.7' LT.) © ARE OBTAINED FROU SURFACE STR:/CTURES AND LYSTACL EACH) 'RU BBER ® STA 718+85.7 (LT.) TO ADJUST 1R4Fl7C SIGNAL AVAILABLE STA 717+06.1 ( LT.) LABLE UTILITY RECORDS_ STA 717 +72.1 (29.4' LT.) IRA CROSSING MATS ••• 719+16.5 (LT_j HANDH3LE TO GRADE RLJJOVE 8" DEC TREE c")..7 CEUENT CAN CRETE INSTALL u001F1 CODU£RCI4L STA. 718 +76.2 (35.8' LT.) 2. FOR THE STREET LIGHTING AND soul. /NTERAE . .CURB AND GUTTER d A 718 +05.8 {(4 7' LT.) DRIVEWAY PER DETAIL. SHEET 6_ Q STA 715+93.2 (39.2' LT.) 10 CONSTRUCTION PLAN SEE SHEET 30. O BEGIN 6' WIDE MINT REMOVE 14" DEC - TREE RELOCATE TEL RISER STA. 717+85 7 (41.3' LT.) CONCRETE SIDEWALK. HATCH () ©. (BY OTHERS) J. CALL 48 HOURS BEFORE YOU DIG 1- 800-424 - 5555. �0l1 g i� f 6 CEMENT CONCRETE SIDEWALK ELEVATION OF RUBBER - l STA 716+08 7 (30.7' LT.) ANGLE POINT ` ALLIUST STREET LIGHT m STA. 719 +_38.1 (36.5' LT.) HANDHOLE TO GRADE MOVE 8(JSINESS SICK POST STA 717 +73 -5 (LL) TO Og STA. 718 +03 5 (LL) 7D Q STA. 716+21.2 (42.2' LT.) STA 719+75.3 (36.4' LT.) STA' 717 +9.15 f (LT.) STA. 718 +37.6 (LT.) . INSTALL.ASPHAL AND BASE INSTALL ASPHALT AND BASE R5.11011 12 DEC. 7REE ® ADJUST W.Y. TO GRADE COWtSE PER DRVEWAY COURSE PER DRIVEWAY SECTIN 'C -C' ON SHEET 5. SECTION 'C -C' ON SHEET 5. MAR 2 4 1995 �--� CITY OF TUKWILA C5D :DUO t °'�� I�JL�I��c ©', " . _ SIDEWALK AND TREE IMPROVEMENT PROJECT t< i J NO- 6TRCCT BUILDING- MIac w• k 7O :..L1 : GC SOUTH 180TH STREET SIDEWALK IMPROVEMENT PLAN . • NIAMI •+., G.aRIDNeR COI.t �TGtsa5 _ -ttol ,,... },>r „o� >"�• ,•w.IC wCa+cs Cr.,�., v es.. STA. 715.00 TO STA. 720 *00 no dat� - r.vblona • .re lief . . .. ._... ___. _ , _____• ••••.• j (, N.E. 1/4 S. 3 5, T. 23 N.. R. 4 E.. W.M. 20 0 20 1 i' scum 1x 1 - -. 4 • - - - ;rl. �) 1' ( - 6750 * I EASE r/T 2 jt 1., 1232 I I _ ;., • • = g _' -_ 1 t � I ' #C '�- - tidy- ilEtiS. -� _a `'.�`�' • • -- -- 1 -- SIG: rest (. -�r ` + t _.• - ID . : :LF:. aac i ••� - C."►:. - r. l: 1i: •,i! 1 's�^ � - ' a::4'J- • CO -� IS UTILITY t I_ 1 I f. , : , � r : t m _ ; . , zt cox:. C=G F :- �`.,i t I �•' __ ' •�. , ? /•. ' SPILis& It) 1- ;::t: •r. a _ r a . - ' P T `fi • ILA 7 __-• - • _, -- - _ -,1.__ i ! ! ' - � _ " -- x::. ciJiitr STa 7)9 +aJ.87 . - : . -..- I LU . -+\ , - , - • _= -f - - _L. �_ T ` - 1 _ i _ 1� :4 4 � FD_ 111 / 512 - - :�' l� cl udCF `�;,5 -LE ;; _• �___ _ r ^ _ •t _ c } - i _ - _. -- - 1 J ++AA� �� - ® - i • � � �- 4 -Alp no N = - - - .- : ' �t.1 i _ r OUTH 180 5 - . a ;.:.. - ' 4-- 0 III - __ __ -- - __ _ •- - 7; 6+00 - f � - � _ i ' F --- • ., 717+00 -- - -. - -- - r?«I, c0 _ ._ . : _ . . -- • � -_ STA 717+•38 1 L • :`Y ! • -�: re:- •.,•�� �i . "` �- - .• FI - - - - - - G 1 r./s A R . ;,; -' .. -/- 1 • - '' .. : F- - - • Cr) -- _ �� _. - -� �. - ` r - -_ - ... ..-....;11.17-7-7'... - i ` ' ' '.! . • 1 • 1 1 - - .. -- _ - -•_. -- . .- - -_ '2 ' / r - .�_ � :F: s .! l 1 ! t j„ i i -) _ ; f i / , .. .1_I• ` fr_ ,1.,..-.-- I f .:�' -. .N.--... V C3 . • J 15- UAUTY" . ' <t:A.,.........,-;-. , r �: . • : =� to . S ,.�;r ./- - ca.tC Psiar.; 2 EASEEASEMENT • . ` -- - f : 1 - ...... _+v, < .. 2� F a Zs.", Ji•I, < . -/ � f /• ) . �/ � /l% ": !. i i:.,_:' t A 18000 , - i ::• !; / , II r' /r' - y s,. = -n_ � / 1 -•/ a . / i :,1 /771...1/1/1/4/:. O STA 717 +57.0 LT.) O STA 717+95.4 (41.6' LT.) 10 STA 718 +30.2 (40.6' LT.) 0 STA 713 +17.8 (35.5• LT.) El STA 716+18.8 (30.7' LT.) ® STA 719+81.6 (39.6' LT.) BEGIN CE7VENT MC ENO 6' E CEMENT CEMENT CONCRETE SIDEWALK RELOCATE TEL RISER ADJUST STREET LIGHT REMOVE 4' DEC TREE CURB ANO CUTTER CONCRETE SIDEWALK_ &CATCH ANGLE POINT (BY i::.: -£RS) HN'0HOLE 70 GR.1OE M47C74 EXISTING CURB ELEVATION OF RUBBER CIC CROSSING. 11 STA. 718 +42.4 (35.6' LL © ) STA. 715 +25.1 (40.2' LT.) © STA. 716+68.5 (35.0' LT.) 2 STA 717+72.1 (36. ?• LT.) CEMENT CONCRETE SIDEWALK REMOVE (3) 5 F.H. EC. TREES RELOCATE TO NOTES: `, CDJEWr CONCRETE SJOEWALK 7 STA . 41.6' LT_) TO ANGLE POINT STA 716+68.5 (78 2' LT.) 1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE ANO ANGLE POINT `J STA 718 +• !_7' LT.) © ST. 715tJ5.0 (J23' L7.) ARE OBTAINED FROM SURFACE STRUCTURES AND AVSTALL EA CH) -' RUBBER ® STA 718 +85.7 (LT.) TO ADJUST T12AfflC S>CK�L S RELOVE " r . THE LT.) AVAILABLE UTILITY RECORDS. O STA. 717 +72.1 (29.4' LT.) TRA• CROSS/NC MATS STA 719+16.5 (LT.) HANOHOL£ TO GRADE � 8 DEC. C� g T O A. 713 +0.5.8 41_7' LT.) DRIVEWAY PER DETAIL SH E T STA. 71rt93.2 (39.2 LT.) 10 STA. 718+762 (358' LT.) 2. FOR THE STREET LIGHTING ANO SIGNAL 11JTERTIE • BEGIN 6' *WE MINT' REMOVE 14- EE RELOCATE' T DEC. . E' EL RISER CONSTRUCTION P1AN.SEE SHEET 30: R O STA. 717 +85.7 (41.3' LT.) CONCRETE SIDEWALK W /11 ) (1 3 ITCH (BY THERS ' CALL 48 HOURS BEFORE YOU DIG f- 800 - 424 -5555_ `f„' N CONCRETE SJOEWA ELEVAELEVATION Of RUBBER © 716+08.7 (30.7• LT.) ALUUST STREET LIGHT m STA. 719 +38.1 (36.5' LT.) - ANGLE GYE POINT IX r HA DHOLE TO GRADE REMOVE BUSSN SIGN POST O STA 717 +73.5 LT.) TO Og STA. 718+0.3.5 (LT.) ID STA 71E+21.2 (42.2' LT.) STA. 719 +73.3 (36.4' LT.) . STA. 717-1-916 { ( LT.) STA. 718+37.6 (LT) Q INSTALL ASPH4LT AN0 BASE INSTALL ASP IALT AND BASE REMOVE 1 2 - DEC. TREE AAIUST W.Y. 71? GRADE, COURSE' PER DRIVEWAY COURSE PER DRIVEWAY SECTION 'C -C' ON SHEET 5. SECTION 'C -C' ON SHEET 5. . 14, ' ►, .... ©OG>l� t Q{�p�{; CITY OF TUKWILA CBD - ;' s r. TZ� Y " • � S IDEWALK AND TREE IMPROVEMENT PROJECT i. ` - s = L'C�� -' �G� ice[ ° Q fl ©. �•, MINN ■>, ' -' s - itl iGlM[< RINQ- ti - WAT1 <R- a]EbN =!'r-PARK3-EL �sc w• t - G '- '� 7 �r,; .Rr• v SOUTH 180TH STREET SIDEWALK IMPROVEMENT PLAN Wel `. , a VI GAC2 OnJER COrTrL ■' �. pLpuC WORKS Cn1JCYi Cr e5.. r .e STA 715.00 TO STA 720.00 • ..... .... ..a . EMI r.vialon4 • -- - -- -- l iE> SECTIONS 23, 25 AND 26, T. 23 N - P. 4 E._ W.M. 1 15 SSA 722 +19.4 (36.4 LT.) :5 STA 722 +57.7_(J,.7' LT.) ® STA 72 2t?..i (3- _T1 A 720+81.5 (40.5' LT.) STA 722+03.8 (122' LT.) RFLOCIATE L.CF1T POLE TO REAtG�• IS�c ADJUST StiK1L 1L4trCFh,c _ • a STA. 10" DEC. TREE RELOCATE (37.4' TOT) ••,.. r' 57A 722+29.4 (39.5' LT.) �� n/ Z 3.2 (34.7' CT.) TO GRADE STA STA 721+35.5 (32.9' LT, STA 712 +37.5 (36.5' LT.) RELOCATE F.N. TO © ADJUST SCCKAL HAN ® STA 722 +19.4 (36.1' LT.) m REMOVE 14' DEC TREE STA 722 +63.2 (38.0' LT.) TO GRADE REMOVE 5' DEC' TREE ? MA TCH LINE STA. 3 0 2.. 5 0 SEE S H E F• T 2 0 1233 r 1 0 STA 721 +63.1 (,0.7 LT.) A 7214-35.2 (39.9' LT.) REMOVE 6' DEC. , ADJUST �!' Y. T GRAD - 10 STA. TREE ' ■ - -•- •_ - '' 1` - , • O - . T.) f_ : - ' ll) I m STA 721 +45.4 (41.?' L _ :11 ' , - -11 10 DEC TRE - '' • - e � 1L ‘IF . _ � .... -' I REMOVE ::a • . - 1.:+:s.• � - •: - - -,:_ G1 MI ST ____ A 721 +49 8 (31 4' LE) 1. i , " - "' RELOCATE 4RAFFX SIGN TO _ : . 1,: .� ~ ~ -' .. • �, ,/ i STA 721+49.8 (37.3' LT.) ' � ::.. - �. ...-.._......s.!•- ,.. - -- = - I - +n:. a <a `L .� 7� / ti . b+ _;•t c • _ r te ;.-. ' i .. f•7H. - , _ip:ft - n' =_ '� a' ::J �` ! : -- -A - -- -- REMOVE" -w 1230 { • ® STA 722+01.4 (372' LE) Xi PH. • f - 15' UTILITY i ' . r 1 . t - - ! 2 - - -- �::. p ' f t i • E f0 D£C TREE �a•tH. EASEM£lIT t �'' U` ' �r o o •J' ; \T ' g :t -- I I 1 I I _ : tjI N ..1 UT1L1 - ; �: 1 E i j i _:J•I.s.__ ... - c -,` h i. •� EASEMENT ■ ∎� i.. .!...._-----%1 ( Imo: a h :LI ,....:„ ,,,„.......... 1 6750 =s � ' •� -% :; IF: r. =r:: - -r ,- -- INTERS -C710 I ® =t:.• �,\_- .- . r _ ��. , i �� _ - _ r t "r �' ./ =STA 721+41.20 r--FI 1 a �i' �••.. . <gr�. 5 $FH. �•. r �i . �, _'.• ip ?u- .. - • • - - - - S 180TH S T. � , • . - - - - �� `'' - , ;'.` : • •. _ . a,Fw / s 6£ . ' � � ' - - to - - ?1 =STA: • 301 +17 -15 1 i i• _ \' \ �, z. _�`i '� El :.., ......... / � ' . ; � ,-- ® m m r , iL - - .uYOOs£.4 PA. E �` _�i::. \ 7: ;I: r • ; C' 0 �/ / ••--/ -- .a� .0 - 14 _ [ ft/4 __ \ n t. ' c :: . � : %. .! a� O r :c ._.__... +00 _ e�i:. _ � !{ . .. _1: l CO f : . / ' 2 .' G� - _ .. - -L. _ 'sue - , • Di . 0=1 : ....:::: 7 ., .• rA 720f17,11 % % �= = %- � "-. - " "- - ..- - - - - . •*.:•:/) RI 1 • / ,- , • ^ - --- ..: - :- 2- .--3./ '-- -- --- ....- - - - - 12 : :- : - . ----- : :-- :- - --- . - - - . - - . - - - -- - Z . . ' • - ' • ----, :;•--::-::-...--- :.-_-• -- z -- -. ." - • ' - -. - ' - :`'' -:. : . ...z, . r6) _.:. • O . 1.1:1.C. 513. 3 - _ --- - - - _ . _ _ ,� r. i:„............................,..„....„:„.•,._.......„.....„.:•:„:„„____„_____:„...„..„,:__:____________________ .... ,,,.....„....„...•.„.........„...„....„.___.........___:„..,„.•____„.„,:____:::_„:„.„,_.____7-----:- •------ .--__::::...------- ---- ---- ::. • - ..:'.•:-.- -- -.- - - • 7' - z 0 N � I .. /; .. .,7 - - � ' S: J y am "J = � -mil -f - i ��j ��/ %�_�� _ l - : - _ _^ ~ � '� _ �•` . ' _ ., '. 2a •0 40 Ef kl : � _ . ,:'�= - " / •-r sea:: IN r_er ; A '...:-,.%---,:.),,,,,.-,.- ---:- 0 . :--;; -34-::-. - -3',..--- - i?.- --- :i •i viii% ,. - 1.5 (5.10' LT ® STA. 724 +12.2 (39.6' LT.) © STA- 723 +03.1 (64.9' LT.) 3O STA 721 +70.4 (LT.. TO O7 STA. 723+55.5 (80.1' LT.) NOTES: 14L HAN REMOVE IT DEC TREE ROJENE e' DEC. TREE STA. 721 +92.4 (LT.; PC CEMENT CONCRETE 1, LVS71l,C UT1L/TY LOCATIONS 1.4E ADPROA,?►ATE AND LYSTALL JOD1F1ED Ct 4L SIDEWALK FR ARE OBTAINED OM SURFACE S!'7,UCTURES ANO c! STA 724+451 (39.9' LT,) STA. 723 +64.6 (75. LT.) DRIVEWAY PER DE71.•L SHEET 6. AVAILABLE UTILITY RECORDS GL ® TA 723 +65.2 (47.4' Ll.) 1.5 (51.3' LT.) REMOV 10 DEC TREE REMOVE' 12' DEC. TREE T A_ CEMENT CONCRETE 11.14. 11.14. 2 FOR THE TO GRADE O STA 722+ 17 (LT.) OECLY B ® STA 724+81.2 09.8' LT.) Oj STA. 720 +09.2 (LT. TO CURB RAMP IO N P La LAN SEE SEE SKEET 31. AND SIGNAL QlTERt E 7.1 (42.5' LT.) REMOVE 12 DEC. TREE STA. 720 +48.3 (LT. SIDEWALK FOR METRO BUS ZONE LJGNT INSTALL IkCY)IRED 10X9' CEMENT CONCRETE CONSTRUCTION PLAN STA 723+04.9 (45.9* LT.) 3. CALL 43 HOURS BEFORE YOU DIG 1-800- 424 -555. D GRADE ® RELOCATE 724+86.8 IJCHTT.) DRIVEWAY PER DETAIL SHEET 6. O INSTALL CE.VEAIT CO,1.5 ETE l4L 4' LT STA 724+545.8 (37.8' LT.)p CURB RAMP r 1011 `q � 3.� • O STA. 720+89.9 (LT.) TO J STA 721+92.4 (LT.) TO STA. 721 +27.9 (LT.) O STA L 723 +14.1 (78.2' T.) 1 • © STA 723+04.9 (LT.) INSTALL MOCYFAE COMMERCL4L P.T. CEMENT C0NCR TE 6.4 (41.5' LT.) . EXCAVATE EX(STAIG BERM DRIVEWAY PER DETAIL. SHEET 6. . SIDEWALK L 1995 ADC AGAINST AND RE PLANTER 1N1A1 2 vatnON, 1s AREA FROM CURB TO CLIRB . FILLER Gt c. c o O ]0QriOi (k CITY OF TUKWILA C50 1ltY Qr � �� �(��� !!- �--� V�: '�•'��. _ SIDEWALK AND TREE IMPROVEMENT PROJECT ,O ' KuTS WATUR-- -- SIEWISn - PA -151 /11 G c ' - m �O : ',...(4' „��; SOUTH 180TH STREET SIDEWALK IMPROVEMENT PLAN `'- - °" aRDNER CONSt1.TAVTS f •• w rso _ ti k' ,•t.m.0 re-Ca-KS ov■SO+ Cr e�•• LT. STA. 720.00 TO STA. 725.00 no do; r +visions o..c ,.•. L. M bit M i[VI.[N M,.. .-0p• w. .a • ■• r Aar r.- .... ono. ... 4 -- �- .� ' SECTIONS 23. 25 AND 26. T. 23 N.. R. 4 E.. W.M. ` : ` . MI S TA 722 +03 8 (322. LT.) ?,. J 6 STA 722+29.4 (36.4' LT) 18 ST& 727 +57.7 (37.7' LT.) ® STD. 722+1 1 (34-: p D R 720+00.3 DEC. 7RE LE) STA. 7201 ' DEC. 11? LT) it- _ RE LOCATE LJGHT POLE TO REIUOLE 13" "c,T'' ANUST S ?M& )MM � j • RJ�+C1V£ d" UE JREE REMOVE JD" DC. TREE ST �72t0� ( T LT , STA. 722+29.4 (39.5' LT_) V TO GRADE ST ) In STA. n2 +63.2 (34.r LT.) 57A. 720+52.6 (39.7 LT.) 9 STA 721+33.3 (32.9' LT. S TA 722+37.5 (36.5' LT.) STA. 7 ATE F_14. TO :fie ,; . i REMOVE 3 CCt IRS .ADJUST Sic z. 1LNJ ® STA. 722+19.4 (36.1' LT) m REA�O' 14" D£C TREE STA. 722+63.2 (38.0' LT) r :%,' TO GRADE REMOVE 5 DEC. TREE Li E , f t- : N-. In STA. 720 +59.4 (40.P LT.) 1233 MATCH T CH LINE STA. 302 =50 S EE SHEET 20 20 STA 722 +631 (30.7' LT.) t; . : a y t REAI01•E 4" CONF_ TREE 70 ST 721 + DEC. ma - -'- _ _ ADJUST ,Y_Y TO G RADE , • '. STA. 720 +66.3 (40.0' LT.) , ..� -, - - . - �, - - ,' 7 . i _ J REMOVE 5 DEC 77 m STA. 721+414 (411' LT.) . W - i : . REMOVE 10" DEC TREE - --- 1. _ :,t : Y _ _ '' _:,. rs r. STA_ 720+70.0 (.75.1' LT.) _ _ _ • M ! . • b : © REMOVE 2" CO TREF ® STA RQOGITE I 721 +49 8 (31 4' LT.) 1 y 1 r r1 ` i . �_ _ . .. _ t - - -�- � ; ILtFF?C S1C,ll TO to c.: '' S: / - :i :.. __ i 1 }, STA. 720+73.4 (40.9 LT.) STA. LT.) ,- e ` j4 . - - -_ : ,.. 1F 1 .,. _ 't • . ) ••• t i 721 +49.8 (3 - : _ :.:F "- .: f -r rt. ;��f.F. rt Yi' ;,/, _ - % (L � r ,a._ _i'rS_ ! - - - -- r•+ REMOVE 4' CONE. TREE • ;1 II .,::, ,= ........ = 0 STA. 720 +75.2 (33.2' LT) REMOVE 10" DEC TREE � . 15 UntITYI • �! /, - o } _ _ -1 • � RELOCATE STREET a`:t:"I. ' EASEMENT , I•. ` I. ti } _ _ q'`� ••`• r. S fr:.'` 5 720 +75.2 (37 E ) [3: •' ! ! ` i ,- - _ ° N ! �' :rt CUR '] - - = ~ I to - i i et J . •I �L�alTLF W/^ i i • '; F -' rn. ., L V i ` i :' EU ittE: .. t� � - - _` _ .• -:-' .. ® '~j - P - \ _ „r__ rte '7-`_T_ I : ' ' 6750 Z. • I S _:; - •;• =' •• - •���; '-- y � -; �' ♦ - - - - 1N7£RSfCT10:r = \ ,.. - yy It- r • •• - L - t r - •>. - , _ _ �'': {` ._ - I `_ _ . . , ' S L;_. 72 3 +42.20 • •• - ` - � - �}• V � r : t i r S Si �' 7lri- .t . ' {Y i _ � _._ f. i.IMT S I aSFt+. i } - 000/ 1:. � ;Pt i T:- 5. t ST. ,�, - \ ` is a_Fr_ / i�.• +���-.' r v / - _ _ 21 STA: 301 +7 �; - \ . :No\ . ` : { , ��. ';• ffj m m r 'i'1 _ vr004 PK. E _ _ Mr \ �'�� - ,i • r 4 .. 1y -rt[F� err a :�i 1 4 ® m Y _ . _. - - \ `' f _ j ' � ' t e > c � s ' :' ,: O _ - - :. , . - - -- 72 3 100...... ss - • ` = i:_ ~ �! j :.. } i ` = ' �' u. ``� •. ' _ l tssT; ' - Ni •• -! 12 _ r `s„�. :; � i ' • :{; - - i MER Wf ./ 1 ,-- % •' m • = = 72910 • - � 3. r- 1 rf .LU:•nE`• OTC. jai ` .:` ; ti p • , 9 _ • 1 ? EA y 0 • i - S � - r• - _ /�._� -i� i s - - _ _ - __ __ -_. _ __•`__ - - -_ _ - •`� \ i r, +17_21 ��'� / %i' + - - J I . , > _ • _ - _ _ - - _ _._ _ Ali iii _ __ _ _ i is i � > � � ;;� /ice i' _ • �" -- - . -- - •- - -.- - _- __- • -_ •• -- _. -- - ' .7L' ice " %: =� ' !'- �/' / 1 a r: 1. I • • ' :•'� ice: '' i� �%' � i i i J• _ - Za IZ 10 • \ � � " �i J / / = � i s f !CALM w recr 1 ' -' i RC STA 722+98.8 (53.0' LT.) ® STA 724 +12.2 (39.6' LT.) © STA. 723+03.1 (64.9' LT.) O STA. 721+70.4 (LT.: TO O STA. 723+55.6 (80.3' LT.) NO ADJUST SIGNAL FL J10H0LL.EE REMOVE 10" DEC TREE REMOVE 8' DEC. TREE STA 721+92.4 (LE) P.C. CEMENT CONCRETE i tJ NC ' TO GRADE 1. E:.tST1TJLITY LOC347710h; A APPROar1 ATE Al NG UT I' E STA. 724 +43.1 (39.9' LT.) © STA_ 723+64.6 (75.1" LT.) DRIVEWAY PER DET /.'L SN£E ARE I T 6. INSTALL M001F7ED C�OMMERCLtL SIDEWALK OBTAINED D FROM SURFACE SiRtJCTiJRIT Arv.. UTILITY RECORDS. ' • (' STA 723+63.5 (31.3' LT.) 1 - 1 REMOVE 10" DEC. TREE RE�JOVE 12" DEC O TREE 8 STA. 723+65.2 (47.4' LT.) AVAILABLE ARE ADJUST S S M_H_ TO GRADE O STA. 722+17 (LT.) sow ckSTAu. CEMENT CONCRETE ® STA. 714+81_2 (39.8' LT_) 0 STA. 720+09.2 (LT. TO 10'X9' CEMD1 ` COM::RETE CURB RAMP 1_ FOR THE STMT LIGIVINC AND SIGNAL 1NTIRT.. ' • .: M STA. 723+72.1 (425' LT :) REMOVE 12" DEC TREE STA. n0 +48.3 (LT. SIDEWALK FOR MET.1O BUS ZONE CONSTRUCnOti PLAN SEE SHEET J7_ 1 ;.`: ADJUST STREET LIGHT INSTALL MODIFIED t OKMERCIAL STA. 723+04.9 45.' LT.) 3. GILL 48 HOURS HOURS BEFORE YOU DIG i -800 -424 -. f ` 1L4/1DHOLE TV GRADE ® RELDC4TE 6.8 3 T.� DRIVEWAY PER DETAIL SHEET 6. O 86 - TALL CEMENT ( ��COA'CRETE t r = STA_ 723 +74.3 (40.4• LT. STA. 724+86.8 (37.8' LT_) CURB RAMP y t � t • . '- ADJUST SOUL FLAN O STA_ 720 +89.9 (LT.) TO l 1 k •. TO GRADE STA 721 +924 (LT TO STA. 721 +27.9 (LT.) O STA_ 723+14.1 (78.2' LT.) _ a s: _ © STA. 723+04.9 (LT_) INSTALL MODIFIED COMMERCIAL P.T. CEMENT CONCRTE •• . 7 © STA. 723 +78.4 (435' LT.) - EXCAVATE EXISTING BERM DRIVEWAY PER DETAIL SHEET 6. .SIDEWALK 5 L t: POUR SIDEWALK AGAINST AND RECRADE PLANTER - SCNAL. FOUNA4TON. USE AREA FROM CURB 7O CURB t�4C. 2 r II 1/2" JOINT FILLER. . a ul r InL__JQ� W[.. 2 .0-1C=34. ©mow, ;.-`':: -:) ��WaMOQb]Wt� CITY OF TUKPROV C E NT PROJECT - • a �� SIDEWALK AND TREE IMPROVEMENT L I. j i - AN LTUNa -BTREITa-WATEf!-SIWZn - BUILD MG- : v.. 1 / ) J , • }d g �� ' ` LK GAROr�a CONSt1 TAiJTS SQUTH 180TH STREET SIDEW IhiPRQVEMENT PLAN ' �. 1 ,.• "...,c woa.<5 a.n;Ja.r cr cy rc .. .. STA. 720.00 TO STA. 725.00 nectar 1 rwi,ioru 4115W - E • SLGT1OPi� Z9, 25 MD �i, T. 23 N+ R 4 WJ 1. 4 10 PRUNUS YCDOENSIS ;{ if 70SHINO !°LOWERING CHERRY <r: s c.. :ER.4 ) j MATC1-LLiNE " + i _ f g : t /� USTUB • • • - r; t R r G 1 Tai f r.• + u / ; / 1 ; r ��' ttr. Ill f •, asPn. :..AR MAR 2 4 1995 �rl r°1 -�p- n. CITY Or TUKWILA CDD (11-4) �] a ��11°-"n1"-in �� -f �` ,: SIDEWALK AND TREE IMPROVEMENT PROJECT sME == '""ID•' ".� La SOUTH 180TH STREET SIDEWALK IMPROVCMCNT PLAN • =••—. STA. 7 20.00 TO STA_ 725.00 , •y. rawsoc ^.� / 7 SEGT;CNs 23, 25 AND 24, T. 23 N., Pt 4 E, WTi. • • ' • 10 PRUNUS YEDOENSIS <I'S G�= 'v'- MaT - LJ IF y _ YOgHINO FLOWERING CHERRY a. ... _ � Y �' ,T -ti ll. - � -- i • 1 \ Q ' CIOTUB .. to . -~ lir • l tr 1 / c3 . • • ' ' • 'C.• — � • vnR �t • I ER ill 4.2'17 1 n.2 ! 7Z. Js a QUeRGU9 RUDRA '! ur \ l : / / / / ! % , ! 1: sUSIKSS Swim _ , , - al f 0;• (( 'LT' - r• ��- U.1, I - - 1. 4 414 _ _ ASPH COST R.F.NITURE R.EN'GL leer) OAK ! / 1 ' k - • na - --- - -- r' -- : --- - - � ccnc. Cu+IB — � � � � •. } '���` 4 T. �/ • �i N 1 it _ . ` EXIST TRCC TO REMAIN _r o f �U salt . C O ~ s¢ s • RasEFX / -1 w • i r; > T s r Q P n• ts c� w 7.7 � cL.t ., f{/ M. 1 T•. y - - ' - • ua I j - - - -. - I�� ' � �` < .'� : j .. h � '� `�V ; '• • 1i i . L. 1 - {,� .75 � ' 14.:..., CONC. CURB �_,`r! �- sir }lea ,�1, `." �S :r.. 1.� L ' a1� . = ', - r l �r : zaa r �l 1122 EXI3T2I4 • :"1EST1� EUFF_" :C!` P �` \` I • �' *� r. » /� -� [j f ter+ t ` 4 TREE TO _ PLBU5Mt3 w/ I \ _ �f f .���'i y�? • i���•ti'�� '•- f - .'_�.�_: Zit; '� ► �� ».z 1 t ( t r ` TYPICAL . �., i .a -' 1 i�+�� -- - -- - � : - p .. . r.. NEW 9IDGWALK ,,.,,��� � � � tG.�eit/I ' y•EG�e, ..�.— i - . '-- -- ---' _ • �s 1 ' r_ ` . I . . 3.`l Y j % CSS t 4.y r,� c � E — I./. . u.. N OG I� i, ' :. � %.,. s ►-,a r S P,�ao. �' �. •.r 5: SEE DETAILS t 2 -1i ���, • case ; • u, I �� --- 3 , , 5 :. ?C. r2= G PLAN - �HGGT L14_S :� 1:TIP � S. ``. a ..- • z_ d't�C ci•: t` r. ��,` s - qtr -� • A C . 24.3 r „,...... . A % v 44Q11$ ), .2311 rrt"el , , ., P,„„TR w/ c' CUPS-v N av , o `! - � .. / .„ : _ J .L f 7:a + a: �, _ :3-: � \ ` s � .' ou;has arc. a,Rk �l ` .sh J' i _ j _ ` r r �- — —4 � � -. ■ N < ..)- -- 4 • - :::. -- -- ,.. . 1.-• ..---- -- --___--,.____--- _ __ ----1-- --. '■ . .2. t o Vlf 2 r 17 •u - � / �� -=„_ ..b n., ` .\ `; ` ... ry e} • ` \ v.A 1 � \ \��� i 1 Q ` I i i �/ ' tom _ , � _� 1._ \ - 3..J `\ -` � ,• L co yy f ,7 +�f� 4,513 ti ii C lei,\ / V -------- - - -- --■-. - : - I 'I. . t V, 6 1 . - ' , • j! -------------------- - -- ---,..... --- -z-, - -....- z _ .„..........„:„....:‘,, . ",:.;••• ,..y ' . / - �. G am/ 7 �: �.yI.,, LEGEND NOTES. 1. STREET TREE SPACINO IS 35• - O.G. UNLESS OTHERWISE NOTED. / ' 2 EQUAL SPACINQ CGTWEEN DIMENSIONED TREES. TYPICAL . 3. PLANT TREES PER DETAIL UNLESS OTHERWISE NOTED. SEC SHEET L31. EXISTING TREE TO REMAIN PRUNUS TEDOENSIS/YOSHINO FLOWERING CHERRY 4. VERIFY LOCATIONS or NODE PLANTING DCFORE INSTALLING. \:' S. ALL RASE INFORMATION PROVIDED BY OARDNGR CONSULTANTS, INC ,t 34004 0TH AVE. SOUTH SLOG. Al * Jr ti ..----.. 0 CISTUS HYDRIOUS /ROCKROSE FEDERAL WAY. WASHINGTON 98003 206 -861 -0073 i - �N, N 71 j I i i O : % EXISTING TREE TO De REMOVED III f. MP 0 SS AO VW " .. ill, OUERCUS RUSRA/RED OAK *CAW Mrs MAR 2 4 1995 • !1 — ^0 l �:\ 1 a. CITY Or TUKWILA CBD )_$ ,.`/ '1 a l r c1. �!7�7!''7 �+ P — SIDEWALK AND TREE IMPROVEMENT PROJECT 10 1 � wTraa�tlrlltlw•* "El „ 0 Ni la. N..• ;. . TIM _ r l...1�,' ~�Itl ' � �- ` f SOUTH 180TH STREET SIDEWALK IMPROVEMENT LA N =SIN= � ta.) tb , W K PLAN • 4 4 ; •. - �_ 1 I� LI ' '-- i .., y ., _ STA. 720.00 TO STA. 725.00 d.e t.vt.lon. -- ", SECTIONS 23, 25 AND 26. T. 23 N_ R. 4 C_ W.M. _ I :a.• • .I 3 i JsPH. .. ' Ns 1 L v0h1 i SUP PL CC \ r ' r ._ 11RE S. PO• f. b 4 4/ J _ r 1 y o d. � U.a 001 Cam —. /!:• . id ii.4 t ' r •L , AsPH. 1 ` \ t ^` 7, � 7 ' �' � p SILO Y F2 OJS= 1 1' 1SI S Yz i ,zr ../.1 r•.3, • ` ! ' � `g 12 QUERCUb RUDRA - - I LL 7 - , • • . • * �� .'� " ' � A — •3` & r ' RED OAK o ' = •:a.s Btss - f t•9 ' u.a •n.a� :7.7 .__ -_ ' - UC as , 'S"- TITIO TREt TO be 'EMOVED •s u +`_ —' / ' AS PH/ j � � � DI EN T1[e - I r - ; ` F t bNC. Q1R6 ° C.H / �' '' . • ••. yn. MS ,:7.7 22 .6 :� :T.i.r .s.r • COr+C. CURB nSAK ?: / 3...... . • �Sl : - // / sP 1 " t - 0 ..s.,„. — tl . i�t `• $I • A y r.. a _ _ t `'� /� \ ,/ �/ �, r. T '_ , dT / �' � ..rr.. .. v.- . �t.-r 8 , �T r �/ i , s / w vi E r / _ m : 5: 7/ �/� ! S • k ig a - � - � - - • T `rt'' mot, i -/ ;� f / `Q ' S , 1.. - :;ii iti, r:...._ .aa. ie��� �i � �ri� � 1 b a .- / / / ` / / _ /X // r fi i � �i/ r _ ., `,.,, a..�atAOr �� • , . { f r CON OMB, " l/ i �/ /� /� wows _ .HG CUPS •. 7•. / / .A� '� rr",�� i � • ��•!,� ` 3T z i - ti •` % : ,: . i . i ii% / / %. / . „ . , b -• 'iP a lr FROM "Au 5/0 •_ R - — — — 1 f ra • / / / / -' / / / ./.....2 �.....":„...4.,;(.4,,,-7,. 1y : , j_j _ / '� �j AWi..QO. N ISPM. RD. 1 - / l _ - / ce /i /j / . r .4, , ' - : f - . . . . a % S C J rt :� ! F � {' ",'yt — — — RAILROAD ' �`n y .SPn. RD. i �,:' /���'�' � .. �i. / ' / /'y/ ji% j r ._�� -- Z..: - - : = __( .f"'”. — - Via- _ . ma y / / r�c;!/� f � d ' i / �1 / � / /, /f�� / .'1 tar -_ -N- _-^ J :3 �'• •; - / c � i / / � / . 4 : -. 1.,•,- . `� ' � - :. j • C -_ 25 e7. a 4: JY! r �/ :S . � � ��_ i'r G.• s _ f ....%_, i � l /i /� - - - - . _ _ _ _ 2... . - . .. - .. .,..7 ••• - — - - i / / 4, .. 3 , r. .. • : ...1t: . . or. . a. . " 7 . a; ..:::....-.:, 7,, .„...y „ . . . . r. .. / . . ,,,,,, + .).„....:::......„, G- ��1 } ( / /ice � j ' // / /� PAVED PAkKr 23.T zse :a a aa.i t- A$tStG\ 1 ` i / / (i/ / . •/j // : i . � : - 0 ) .. T 7a = \ � C ? /1 '� 1 � , ' / // 'f �!/ / e'''------ \ r . \ L % i / . , 2C� F.1.r '�s /, / / /7, lz.z � /` / .�/ / (�� / 7— � ti '� 7 A , - / . 9:3 . , - LEGEND NOTES. / rr 4- ...� • 1. STREET TREE SPACING IS 35•-O O.C. UNLESS OTHERWISE NOTED. D 1 EQUAL SPACING BETWEEN DIMENSIONED TREES. TYPICAL • / • 3. PLANT TREES PER DETAIL UNLESS OTHERWISE NOTED. SEE SHEET L31. • • 0 ,EXISTING TREE TO 5-E REMOVED 4. NO PLANTING IN RAILROAD R.O.W. F-1)) b. ALL BASE INFORMATION PROVIDED DY GARDNER CONSULTANTS. INC. / 34O04 OTH AVE SOUTH BLDG. Al ■ ,___ / FEDERAL WAY WASHINGTON 98003 200 -6e1 -0075 t QUERCUS RUDRAlRED OAK 20 • f0 40 10 fni i i 71 a IN rear MAR 2 4 1995 EMI CITY OF TUKWILA CEO m - - ^ C�7 A I 1 . n SI and TREE' IMPROVEMENT PROJECT RIM 70 NMI 111101HIMUNTISAVATINHEWER-IPANWANPUOUNPM- " En •Ing• .o. � ..1 ,. ��� ". 1➢ ►.1 ` SOUTH 180TH STREET STA. 71500 TO 720.00 am / SECTIONS 23. 25 AND 26. T. 23 N. R. 4 E_ W.M. 1 • ` _ 1 II I 1 :a.• .13.3 4 A.SPH. r • COM :C: UP ?L CC .z nAE cN9. PO If,: 5 .--1-- ..(:)-iti . 1 — 0. . r CCHC. C ' t -Atsr,. .. = t I SILO WAI?= -10_IS_ . ft ( :a.s 1 B ' -SS."... -SS."... % ' �• a�... • EXISTING TRLE TO 6•E 'REMOVED , / _ i z... L!�• f/ j „,, / % /,,` , ( TYPICAL 435 ►+CH C. w•11 1 ' I � : : ` Y����`/,� t:Q 9PAC !}�C�p�iRl � `J 1 ti • TRC s �' •� LI �' •SPH. ` y,. � D[. NSIONEO I i 4 coHC asAa a , • c.a a S — / �� • .aA / / / . I zz.s :z. a.r Cor+c. C J �SPft / ) y a . • J � Q ' r:.. ri,*� / / DPW 1 sue,. r — C S ,Ct� i � . SI • y. A .r a ea i i ♦ / v � 4,,, / � ;, A . l�l .r — >, .+.ra.. .. _ J••a � ��i �►O \ C CU cvh> / � �� ' -r d- ;; ' +•7. i // `% .�u ,,1 ;� nV::�TI •, ; , T •i'1� �SPi +. R0. >.�i / !i� 111 , . ~ � � ; ,� =I ` .i ! /-ilt� j.. > /i • i• 1� �- / / / % /! % j ]a.Y Z � �/ -7' Cn .;FZ:a7.. .c.� "rr rem v�rm � �� r s�., i � �i a rs� -- / .: / / � ././., 1 IV - ,0,r _L� :� '5 �, �:� � :�� y ti ` r/ ♦��w��r� :l � / L,o.• ' j / / .. ,r '/ V '/% /Xr il ci ` _ _ _, UMW ..i 7\ 111V v• p t CONC. 01448„....." : . �° / /�� / / // (n -- - ffl �r NS CUPS .z = ,•. -L-,� & RIi /. ' c... ."/ a s ! f '/� � m _— ' 510 •_ RE — :ate --7 i. ( i i J / ./... / ' ' „' �� /J � / / .� / O b SP ,Le 7"ROM • -+ - t - n i / ! / /� /' • /./,,,, ! I / nSPrf- 1 -- ...... / • / // f �% ! /�i /� • • - -- Fr• 7 .6 . 2 . 9C: SOU 7—. . G ri-? roc - ;,_� • uPM AP RAILROAD _ r ' � v / �- � a ; / '' - ' � 1- / , /�:� %,= • Q zs t L / f _ - z... f ( ---------- - - - - - \ \ ;;/. • Z "~ _ ii NN :i i� w Mr'Nllli - ��' _ _ n .: _1 _� = / /� " / /.i� �1.! • �` / . .,,., r17 - �_ _ /. /, �, 1 . :' . ; . :' f- - :; ' , ' .. " � J 1 - v= - — '' T Z = r - — 1 _ 11 f ( ' . /' / 7/2 . // / i �%/ / _ " 23 � + / / f f " - - 1 � � ?s •i __l � �.rj - :s.r I 1./5j / / � 0' j //7 7,1 ` b.a / PAVED PafA( ' / / / ::77 t ( 1 - y ' 1 :].J c,\ % / /�i /'����j�/ 7 ` �C� • Q ,:4317 � \ , ,. . �: % ,01,,•574',///,-//,,,, %% j / ,j � / / ) f f x ss a e / I r/ / 7 / /1 1 •// ft V I cce I 7,.. A z................_2/..._..... ' .. , , \ \ \ \ \ .. Z.2 . Cli ./ / 25' :TM. ../ / \ 2 iii --0-- r _ :---): _____ ,,,..„ ... ,„ 7/... ,,,, ....,,,z, / / . ./. '' c..IC . • . 23 ' .,:: 4: i • 7 . 243 1 i e , • " .). LEGEND NOTES. / 1. STREET TREE SPACING IS 36' -O' O.C. UNLESS OTHERWISE NOTED. / �∎, 1 EQUAL SPACING BETWEEN DIMENSIONED TREES. TYPICAL 3. PLANT TREES PER DETAIL UNLESS OTHERWISE NOTED. SEE SHEET L31. ° EXISTING TREE TO DE REMOVED 4. NO PLANTING IN RAILROAD R.O.W. 6. ALL BASE INPORMATION PROVIDED BY GARDNER CONSULTANTS. INC. 4 . `�! / 34004 9TH AVE SOUTH BLDG. Al 1'EDERAL WAY. WASHINGTON 98003 206- 4361 -0073 --.•■ . N n .:,,. . 0 , \ _ NI OUERCUS RUBRAMED OAK 10 AL" 30 • 439 40 4•:. lEIG1510191aM5MM ° 4 MAR ; .; �` »„ �Cf!'7 -j-. n. CITY OP TUKWILA MD ■RUM ` � 1 ' rr.'. t ■ S IDL'WALK and TREE IMPROVEMENT PROJECT RIM + l I. -. M uM C WQ g rml. rn r � ,,. -� .F ��� y;y t � j SOUTH 180TH STREET STA. 715.00 TO 720.00 NE N e1.' G k1_ - - -- '-- r . - i . 1 .LV. . ; .�. :; ` . , . tom • •!t - � , K t ' _ r i ' S 1 ��. - _ i :,- - I .� y TT •.} t ' 4 :.w u 11 i - � • j j 'i R • / �' 3 f- t [s• . 4 , ' ; ' ,�: ,. . L L� /(/ ; yj f ',: # : ‘'‘. i 1/;0/ . ., ...‘mil- -1 11 S POTH / + t — _ 1 h .,ic r's s ?�;�`� r 1 f x PL,[6TTC norm norm ur. � ` rair � Tor v Roar osaN LL•� .: - : .PS ,:!,3` str' C p l 1. • 1 . Tu TOP CF 1110• LATER ; .i, . ` t :7, 5-1 ? C 1 11101 LATER t - ■ maw (Loam CH 601711 p, V•.ar � - . wog raw TYPICAL 500 Q TREE - IECJ[T 60T TO .. i .F ' \ It I ; • : - e, ��- ExTT30 ADO,rE GOttE5T DPW-CHEW 15AO�iLL 00 NATIVE. LC / \ r- ASPF Pi era T acraTxD (� . � � s was • • .1t e i q . Am1r �� �i ! . v� ~ ^ Ill tiG TTe122 TTES nA tue te,"ro - '� `'- N wDrnumc�w T f1m►� PE}POR L TDC� L i% EDGCe Gr t ' ' ; : ` • !` i, 0 -' • i xiP,R(GAIIOPI 1 � �,�1`,R�'f II�U� 4g PIG j C. -EXTI NG ' L `. -tr / �N V _ + a . •- .. ,,. r - coarTSa+e. TTr+r�+t /� x r��vE LIRE • na a r F r a aY ' U — II ��� ��- 11=11= AREA �� TOP V3 Cr 1 OO1 1 . . co r , c. c R 8 — /_! != :40.0%,.;.W :•ti•.�.y,� :�U_!1 (2) DLOTTm PVC 1LL►TER311 ' 1 TRAMSPL�-MTER a O SY 11 -11 neEe crrosrTe 510E5 of t m PUT• F-R CRT5TAL5 . 11=1 ti ti T. :11 smcrasLL, .. a1rN 11 1, M i 1(�lf 1�TIOYADLE GAP' 1.•.%.:9 f 11 -11— 11•,...• 11�ITINa' 1 1 - — n -11—n- IE=U 1L 0 PL ara rA aL�Te i1 - -1:1=q 1 =11 11 '! wo151Utz� eu5GRADE o � 1,�• 1�a —, IF= =,11; �1 -11- =11 11 =11 1 =1� t, =tt— tl -11 -11 =11=1 1 - 1 -1 CI- MO tJ•OUT1J'tL`!9 506. , ! T ( J at R7OTDALL 11/ OR A• MN. • SPH. 1 0 TRH AND SHR UB PL ANTINI, cerAn. , RL.,�LT�/TR PrL.J+ 1NTINb .6 Ill, 5CAUN lir o r-o• 2 �.� MAT t - 2 ' 1301 4 S PLANT LIST O � C1'Y_ 00T1WIGIL /CGrdY?1 61.41E 61.41E Sta1YAG1h+� 1Q'Jf�eC3 RED MAPLE L7 x 'MEM 11 , l• 1' '� OT rIICAUM • LL'TOOM OLORT 7 1 /]• IJCAL.. 1MTGt.D. Dt0 rRAKIH ..1/. 1 2 YS r•Sra7TLVANTU LAHCf5CLATA •MMCta,tl• 2 1/2' CAL. ClE9, D r %�ii ��' S.S.M.H. MARSHALL /et1 8 X f I� �� 42 LIRIODENVRoN TULIPIFEtA 2 1/2• CAL_ HATCHED. DM �'.. Tuur TREE `` IFIf l 7a PtanttJ3 YEPOO 515 2• Oda_. - me n - . 1cm- YoSttlT+o no-cetw 0-GRRY : • 22 44 rTR15 CAL • ERAOPORO • 2 CAL_ - �'` 171 a�'.tYS ROM 2 I /2 ua_. L� MAR } .: S �1 - or RED OAK RADR1s _ ..• 5016.135 of 1-- 744 e15TL75 MYL7t7 DlJS 1D• HT. C04f, • R1LL aCLX,(0 -,e iC M AVY 60:CH z CONC. CURB Q D, .sa+:rerus •cw 6a.a 2 L. Cora„ r1t_L MAW i Rows Or f1ilA<M 0-0 acts ..111!1.1 WAVY &MONTH - (t) .-Cr oc D Ra1l oCOVae 1"OLL+0�11f IOW or l�1/At1C � ifi aETM!!!f 2 OUTER TIMIS AN:TOSTAPPTLCS WA -1.-x7I 4• POTS } Q (Z ofIH11KINH1CK 15 O.G. • 1 1— NT1N4 MTH 4 TIC 'AAA 1 d 1995 SIDEWALK s•L7 1 � Z- n. CITY OP TUKWILA CEO rt2 0 MIMM" R A T- 741 7 1 " ,,, 1 . 11 r � `�� , SIDEWALK acrd TREE IMPROVEMENT PItOJCGT MT1tNIKTFWA !lliniffi � . me11r i . 70 �, I•• ;. • __ ' DeTAILS AND PLANT LIST � 3 �i too F. nodal. r vl.lons • ® a Z D i :___ _ - is it.'N • : : � ; - r: } 4 Ail tr y''. t ED M.H. '• .. : >a , N i GL .• = a •� F.H. � � - I .'•*:* . .., +I . . j k .a , , .. 2,. , ././ t . At \\.1100,Wr li$k k`•ii -• Y c-n .... ".s ,. -. . "...- - --1.6.001■11111 . .\14 .:• ....!-,- . tf ttel-• 5' • • '441' "* ...- - • - ' .' ' - i Z 2 cL; A. I, • , ... .pla • i ... ANi& firtirei ' •; ' . .. A ° . **- e' • ! ... :1 1 '; '* • < C. B. -.o J `v . \ ,.,,-!_b_•-;... ;f '' a \‘s .• 1 Ire, _A I I le.;;Iir i - r■ ,' •:-. - N.A.* IssmiL... • 1i TOP Of MOOT AIM LEVEL • ' Tu TOP C* : tLO LATER - ?. J , 1 ` / r ru 1 LA 17' _ `� � 1 OM nos T N ITy� 5Oe Cr TIC - LlCiiT 1Of TO ! SIG- 1 a LxTO ApOVE LE5T l7RA+'CttS, \ GACKFLL (2/5 14.4MVE. 1/3 o 1 6PECPtED TOPSOL) t 1 ` . •• /� ♦ ASPI' 1� PAL! - . t , r ' • 1 ^ _ IIOMIIf TIti2 T1 (3 USG . IG►�o aGl� Eli . o • - « •° A . ! t'-0• G L n a aii 1.O.0 I.EAVT r L WEDe+a ' POLGT E ED�GEI5 Cr • . - \�: ID KOIM lJDI di �; rl,wrrl� uOLE Dr19TTai < • •� OM PLlr o t reo V•/T•L TIE P ATER/AL etDei:.dlx 10/ 4111 IRRIGATION / f GATE 0 td �- sLLa,, , I„r� Fia1S.t CJtAUE ! 21< DL'lTlJm3HC • c -< TO p126TtraG ` (v / ,� `! � rn Y -jl a.., . ; ' �; •.� al.�'= \ CC Oma+6. TYPICAL cv 3 ` ( r 9-1=. C"..1 C"..1 To Cr ` ,boraALL ' Il —II 1 :1111=• ' ' • r � CONC. C RB - Ew a.' •• •r.1 •J 1� 11_(I (2, etam<D PtC W iTER?G • j t?D. � 77 a TR'L"rr> R ` l= y It. • 11 �I I 1 1 , r i o e o t l � i � uaTi+ 0 S I C� f • r xT ER cR* 6TSU =11" V . , =11 11 antic,.. LE c.a.,- 11 =1t Y..;•?,:4 = 11 =11= • 1 1; 11 1[ &1I! I L .IfJ 1. � 1 l� 1I t15rucz€D x�ccs HOPE �P�{� (.(� t°L..1HT TGaLEfS �� i ��� tf 7 I 6' - X 2'0" ' - 0 WALE. r f O ND'D� � f -Cr t IL 7M _lil l�,+uf1 =9=11 -11 -11=1 � T=1 1 GL DRIVE tax r -o rtft • t- n�11= A- 11= 11= 11= 11 =1. NTO l SOIL t TCP . t ; . : . jj 7 ,r ItODTDALI W,DT04 CR a• MN . ASPH. `� i � G rit= AND 'tHRU'B PLANTING •MTAIL PLAN/TR E PL» T1N6 I 1 ■ 6 E , 1a • r-O• © SGu.a. Va• . r.er ` • 23.2 ■ ' i • { 1 { : X I WE' a ° j e l f PLANT LIST 1 S. 1 Z • SEM T (./ice S. ' . 1 QTY. OCTANICAL /CC••MGN r 51=15/ Ni REMA1OCs i r'' I s " °..-- �.- ,-;-:P X ' TIC: =, R M 1 ' i f \ } "k . :7:,......04 5 Ol A- ,D16 • OGTO CR 6 It LDr 2 1/2' G. MATCHED. OM 1 '�: I. = ASPH. \ .�. -/ +!r • J te / � r s . 0 I� A MAPLE. ' 1 ; ce•' / • ;• �/' / , 23 •i / S.S.M.H. rmAxts,s reNHoTLVNatcA LAHGEOLATA •MMy+AL.L• 2 I /2' GAL HATCHED. 845 L I I + /0 , • S.S.?v1.} 1. 12 M TCHALL .451-1 .451-1 t ' ' !� X r �'.�. �, ` �' 42 L1 Rt OD8S�H T GAL. 2 1/2• L. MATCHED. B•e �� TULIP TIE= 1 le +�-.,, l ,_ t1► �4 • 1 ! - 59 Fle.3115 T=3:015 I9 2 GAL. I 4 ;�1 d:� \. �I � //LI � � TPt TYPICAL POSHIMO PLA•[RIW CFVOILY 1 `• I •,��• � � cc � 22.4 +t PTTa, c►•L 0. S :�rAr,. •E/t,�DrTitD• 2• G.41-. • 17:at I RA A P��AR I , � ► •s•� : t� CL 1 e 2 a mil» aJelw 2 1/2' CAL. !: �rtlfv J • J X44 cISTVS Hractn» 1S HT- cc rr., rI,LL _. lY►�' • . Q A D ,tax FCJ1•!Y 34,10474.4 { f 1 ( Z •— CONC. CURB j DT .0.!IlrL+s,S • CLP 6C1-.7 2 &at. CONr.. IZJLL • 1 • S muff RO'wI or IMAM 0.D 6..'19 .J ►(Ir PeAVY B•GT[[N I (1) r-0• o.C. POUM ODIC OP 11112lWMX (Y_ 61t8.. OY54 - - - 11lT�1 1 OUTER TWOS Af:.T173T/�A+(LC5 WA-t.1 I 4• PATS G : a- r:IMH1KIe141CI: 15' O.G. IG/ I' 5 ' -0' fr 14 _ -_..ar .- . m 4 __ :� 1, t KALE r • ter-o• !!! � 'j: n CI TY OF TUKWILA CDD W' •�` : ?�� ` j r4 N Q u t = ! r ! Gg rInmii et m f. T- ' / .` �„`�,++w • Vill 9IDCY1fALK and T1tGC IMPR012NLNT PROJCGT ■' i' s.w... rer ... . . t � � �,!i I' ,..0 DETAILS AND PLANT LIST swot • . , ,, ...,..._ _ -- ---- - - -.- --- . — .__;__ ; _______..---....... — .-- - -- :. - 7 - . —.—=.-771: 7 _ __. ___ :_2_'■ - • N.E. 1/4 S. 35. T. 23 N.. R. 4 E.. W.M. - : -- : . . ■ . s'st . 4 7 ....-- ,. Q. .... -3.- CO — 111 -- ..••• . ..." A I ..... AV.. ■• r 1 1 1:3=3 Q O r .0 Ao • ' :' .. 1 ! . 1T 0 0 ..• • ' . . -,...:: .:.:::.= „ • ------- -----_._... • 4 ..77%/7 • _,..- ..- . _. ... - SOUTH 180TH STEET _ . _. - Y a i II 011111111 ... .._ ..- -- .. . , ..; ...--, - - 0 ixgk°° R . s 1-: , --- ., - - I : :.::::::: , +00 ..::.- _ 7,6 .— _ i--;" ...-.- 747400 _--- — I 0 _ --i--4::---\----- ..-- - --. - [1 :- : 18+00 - ,- .. - ry--.---.•:----f-':•- . ;-.7- ' - ...,"' , :f, : ; ; .-::::... '..: _ i • -- .-- ! . --•--- ....-- • 1 . - i : — - - 7.. .--• .• 1: 1. __ ----., ' /- ... ------ . -- : • . .' _ • i Lai •. . - • • i • t . ; I : ..',.: '.., :_: : • i 1 . *,* ,.... .. • :.':,,,-';',':-.'; •.--'...` " : ...e 0 INSTALL .3-7 Pi,C cONOUrTS PER GETA4_ } ON SI1EET 6 • A':::::;F;: - .. ; ;:•:: -. ' ; : -. 0 STA. 717+42.1 (LT.) itisrmi. TYPE-2 :-.,-.- .".--.'-',..:•:::.,:-.` - - .XINCTLI*4 &3X - 0 STA. 716+37.5 (LT) INSTALL TYPE-2 •, _ .. , • , ‘ : . ' • 0 STA. 718+54.5 (Lr.) INSTALL TYPE-2 c71044 BOX FOR STREET LIGHTING . . -. --- , . - - - . _ . 11 20 0 20 442 ' - SO SCALE U4 Peer - • ,4AR 2 4 1995 9 . . . .. 1111MMIC511!!!! CITY OF TUKWILA CBD . (Qs,____,•-_ F51 ° ,, ©©ooczciaoilaDavaig3 .(:;:" •••,. SIDEWALK AND TREE IMPROVEMENT PROJECT 1301 ISTM2m21S-wAT7111-1112[WMPS C:I .....pulTh i GC' . 70 tt.77 SOUTH 180TH STRP•F`T P I Fr---ro, c-,, •,., • . ,t.,........_ to G.C‘RONIER C ONSt-t_ T z.rsn s • N.E. 1/4 S. 35. T. 23 N.. R. 4 E.. W.M. • ;` . ;e , 0y 0 ( J: r‘ ,,. , s : ) - - t .9 • ca r s • • I 0 © I ' r � a -/- o 0 il ILI 144:00001:11i „..,,,,,,A/ 0 1 • SOUTH 180TH STREET ' �` }° O I. , O • _ it6 + j _ n — -� — — j � Q • 718 +DD - t- 1 to _? j - ---- - 1 -- I_.� - • ' U i 1 ; i - o r - i. O NSTALL 3-r PVC COMX47S PER DUAL AY SHEET 6 `• `v0 STA. 717+42.1 (LT.) INSTALL TYPE -? "! j ' ,.VNC7» 1 BOX - . :j 1 1 7 ' , O STA. 7 18 +BCJX (LT.) INSTALL TYPE -? ' :. 1 1R ..!.,41,1., ! ;#.' O4 STA 718+34.5 (LT.) INSTALL TYPE = ? .1 JUNCTION BOX FOR STREET LIGHTING t. six SQE)KALX A�°l{pyglfT(T PLANS f Ex67XrC OS N 2' 1 57ACL 31 GbhOGf75 PER DETAIL `I / } U1ZJI7Y LO 4Th TS *14101 ARE APPROXIMATE AND ARE ON SNEET 6 N !� ..',!'t # .. LOC.ATJW F•/RyOMM�SURFACE STRGCT(ARES AND AYARA8Lf 1 NI ;:‘,11 : i_ •2. CALL 48 (/ BEFORE YOU DC 1- YOO-424 -5555 - - " g f fli scwce ut rees .A • ' r.:�{ ��� IAlO°lr`�lr� n C p4 o . ®OW1z9M0{263W 'a® _ 1♦l� ' "�" -.gym • CITY OF T IMPROVEMENT CBD == • I • SIDEWALK AND TREE IMPROVEMENT: P ROJECT - i< MaM� iRIN tTRQTi WAT=R sUlLptNQ- /�1� 1 [ A E �� t1 -. - v. � '� '° •` GAQC'EQ CONSI_t_Tnt'1TS . SOUTH 180TH STREET Ft f n. ... imams SECTIONS 23. 25 AND 26. T. 23 N.. R. 4 E -. W.M. ^' MATCH LINE STA. 302.50 SEE SHEET 40 N o i I u.I 1 - 0 I a i -: $ I i i `1 -C -2 -J K�� qf 3 � A. © -�`_ _ 1,54,. ` * y��' .. 725 +00 `� __ 722 + 1 �/ co 0 ../.----- . al 1 11 }� N s' e- _- -� ! - :Y ,. O a� _ . _ - - - -- - -_- - - - -- . -_ - _ o 0 1 8 4 - _ _ _ - - - _ ,�2 f. = , u .. � . .. ; ® STA. 722+93.7 (LT.) INSTALL TYPE -2 s..: O INSTALL J -r PVC CONDUITS PER DETAIL ARCTIC!? BOX DN SNEET 6 0 Rama 2 -2" PVC MO:X.11M PER DUAL al O 2 STA. 720+69 -2 (LT-) INSTA.LL TYPE -2 ON S7-CET 6 JUNCTION BOX O INSTALL 1 -r PVC CONDUITS PER DETAIL 0 0 3 STA 720 +721 (LT.) irSTALL TYPE -2 CW SHEET 6 0 JLMCDON 9OX FOR SrR£1 T VC 1T1NC: CONNECT TO COSTING CONDUIT AT gO ST.. 723 +73.5 (LT.) INSTAL TYPE -2 EXISTING LU114, 4$RE LOCATION. JUNCTION BOX O S IICUT EXISTING PAYEmENT AND CONSTRUCT TO INSTALL 3 -r PVC CONDUITS PER DETAA_ r 1 i' 7Tt£4CN PER DETNL ON 9-1f T 6 ON SHEET 6 INSTALL J-r O ON SHEET 6 PsC CONDUITS PER DETAIL i 1 U ((LL NC ION BOX FOR STREET LIGHTING – CONVECT TO EXISTING COM)UTT AT J /)f /P.�, PLANS IDA EXISTING EXISTING LUSNiVRE LOCATION • 'APPROMU47:.M0 ARE -.a .wO.SVNLABLE 10 0 10 40 10 LCALt IN rter pc I - 800• -424 -5555• •: NR 2 4 1995 J +, C)t3 es�GLli� {3 CITY CF TUKWIL.A CBO ' ( 31 (� �l��o © © ; �. ® --- �W �M SIDEWALK. ANQ TREE IMPROVEMENT PROJECT nt=T* - -W ATI Il- - *YW!R-PARK$ -01Hn m(1�� G SOUTH 180TH STREET ELECTRICAL PLAN +s [+ GnRONER CONSLLTGNT$ - ,+Aac, 0,,13... e20.4, . �. STA. 720.00 TO STA. 725. i • - SECTIONS 23. 25 AND 28. T. 23 N. R. 4 E.. W.M. •: . - MATCH LINE STA. 302-50 SEE SHEET 40 , . r I 0 I I I -. . I Ili - _ I . - . 0 i V . CC 1 10 - i 1 < 1 i i - 4 / 0 , / (I_ I 1 0 . • .• i • . 7 . •, / Cr 8 t v_ 1 . 1. i 0 - > ii t l -- : --. -..---...,.,....__ - 1 .,--,-.... 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It .156NA 0 ii - „. . -- _ ....._ ... ------ - .- ___ ___ __ ------ ..... _ 'N. sOcC%et 40. .., ,A • - -1 41 .,- . , __ ..........__, ---..„- _--- _ ...____ _ -.._. ----:.-- ......----- -....... . .'7" . ..- .. -. /... - • - 7 - - - - •-• --- --- : ..• ..• .....-- __. -- --...;:- -1 _1 - ---- -- - ki r 4 • 11 X.D,.., „..,..., , . ' tl V __ __. ___-- _ .0 "-` •-• 0 - - - ,.4 .,: 1, • f .., .., ,() ' 4•-• • : „LS : 0 STA. 722+9.3.7 (LT.) INSTALL TYPE-2 . . 0 INSTALL 3-r PVC CONDUITS PER DETAIL JuNCITON BOX - '...:-..11.- • '5 OH SHEET 6 ST PSC CONCXJITS P154 DETAIL A. 720+59 .2 (LT.) resTALL TIPE-2 Cel ShaT 6 ,•■ JUNC770ti BOX • . : CI INSTALL 2-r PC CONDUITS PR DETAIL •.. •.• ti 0 STA. 720+72_1 (LT.) P4STALL TYPE-2 Os! SHEET 6 , • ,:•::‘ • ; : JUNCIDN BOX FOR STRai LICNIIIIG. 1 -.!.:.P i - CONNECT TO a-rsnivc CONDUIT AT 0 TING LUmIAIRE LOC4TION. sTA. 723+73.5 (LT.) INSTALL TYPE-2 • 1 • .. I • ; EXISN JUNCOON BOX Al lith' 0 SOCUT CoST7hO PAYMENT AhO CONSTRLCT 0 INSTALL 3-.2" FvC CONVUffS PC? DEMI_ . , :i *4.. '- • i i TRENCH PER Davi ON SNEET 6 ON ShEET 6 .:. , 0 trisrAt i J-r FvC CONDUITS PILR DETAIL 0 STA. 724+83.7 (IT.) INSTALL TYPE-2 - N •; .1: • ; HOTM . - . ON SHEET 8 JuNCTION BOX IDR STREET U01117NG . . . ...1; • . ,..: ni 1 h , ::, , :.-. L sEr SVEWALK ILIPROolliEtiT PLANS FOR COSTING CX:ANECT TO EXISTING CCWOCAT AT EXISTING LumwAJRE LOCATION. - . 41 It :, --•••`•; LITXMY LOC.ATIONS 148-4CH ARE APPROXIMATE NV ARE - 1 :;;1*- 1 - • LOCOED nvir SURFACE STRUCTURES AND AVAILABLE ... it , .:, i st LIBLRY RECORDS: . • - - 20 0 20 40 ..; 2. CALL 48 HOURS BEFORE YOU DC 1-800--424-5555. • .• . . . 1:2;;S!' • .:! "i • ;;... f•,' SCALe tx roes 4--.1'::, • .1 N' • •' f ..: , . ;.1 ' t4 S- • ...: . . . , ... q 4 1 - - 1,,y-a •' .:c!;' ?, • .-, .... " CDCDODCBCIDa'afkiDiPa$11, CITY OF TUKWILA C50 ' a 1), In6dighl.TP, WCiiRRi EIC:Dra Ilm ..._. WI:" T I . • SIDEWALK AND TREE IMPROVEMENT PROJECT 4 1.4 -:' • III EMI 104 Q11411C/C ISM Q-$ TPt mrra -WATS rl•-811L WWI -r A ?ix a -BUIL0114 CI- M5131 ... GC' 11"01111 RIM , 4 . • . • It , .•••-• • - • ME111111 ',.... po" GAIZONEP CONSu_TANT.5 SOUTH 180TH STREET ELECTRICAL PLAN MEIN , _ ..., rt.c4 Orvia.C....4 Om car.4 rC.. STA. 720.00 TO STA_ 725.00 a : - • i ,-. : ..... NORTHWEST ( Cr a l Z I DESIGN IMPORTS INDIA TENANT IMPROVEMENT 6750 SOUTH 180TH STREET TUKWILA, WASHINGTON STRUCTURAL CALCULATIONS November 7, 1995 ENW Job No. 95017000 -3 CODE: 1994 UBC WIND: 80 M.P.H. Exp. "B" SEISMIC ZONE: 3 • RECEIVED ��,,� F. �, . . CITY OF TUKWILA p () w °�" ;, ` / / NOV 0 71995 '" 1 O • ` + .- tf L:a �'�, PERMIT CENTER ,o f17%.? � . - . ©111V � 4 4 4'0 181 My 'AL , ' X4943 Va;l rEXPIRES '' NOV 71995 LPN Architects & Planners ENGINEERS NORTHWEST, INC. P.S. - STRUCTURAL ENGINEERS ' ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 nonparapet roof wall wind load • , ..i. " Y . „ ''''"-i �. '"3. € ' iFr ''y „ :i ,,gyp �..,v x,,, - ,f'''. ' '. r r,n',.o. 3Y -1, °"'" a`?pk ?x 4 ?T'i'f , 205.6 463 5115 394,1 ,. 2 , r ij p a.c1 r- 64((d'�,- v,oSKi9 = 0.3Z1=i -f __ x _ :. ii . , t,cc a ozs a�4'1>i,')= oA5 k�f .) 11 1 CI'' t S. `a- _ 106 . ::....1.: 11.3e 1. + 0 .1Z 1 0 11 I 64 114;C17 NS `a,-. ,.•,. f.F' f} ;, .. :: °{,:`si'.!.t ..rti`, t':'.m :.:: ;.vn, .,• ..,. p.. r�..-.,:.._.....- riw-:.,... , >.cK.o,.,.....r..,...,.,.,.. ., ,,�' .1 'ERS-NORTHWEST CONCRETE JAMB DESIGN Iversion 3.01 Sheet ....._of_____ ( r ^doodlawn Ave HE UDC DESIGN IMPORTS INDIA Seattle,Mashington 98115 18 :13:15 11 -01 -1995 . NEW MAN -000R po 100 JAMB DATA height (ft) . width Lin) thickness (in) add thickness fin) F, factor parapet ht (ft) 25.00 39.00 5.50 0.00 0,85 0.00 SPANDREL DATA thlckness(in) offset (in. + outward) . 5.50 0,00 OPENINGS LEFT width (ft) height (ft) RIGHT width (ft) height (ft) 3,3 1.2 0,0 0.0 MATERIAL DATA concrete (psi) rebar (psi) . 3000 60000 LOADING DATA unfactored wind in (paf): 15.0 out (psf): 15.0 seismic... zone 3 press (psf1: 22.4 import fact: 1.00 ledger LL(plf): 100 DL (plfl: 80 ecc (in): 2.0 % 11 w /seismic= 0 concentrated load LL(Ibs): 0 DI. (lbs): 0 ecc (in): 0.0 % 11 w /seismic= 0 concentric Toad L1(plf): 0 IA (plf): 0 % 11 w /seismic; 0 horiz load p)f (+ inward): 0 dist above floorlft): 0.0 REBAR DATA Vertical 3 44 d: 2.15 Horizontal min in "2 / ft 0.13 MOMENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Mu (in-k) PhioHn Lin -k) deft lin) Allow defl(in) Comments lop of wall 1 .1 20.9 21.51 0,20 .10 caee ok X 2 .1 - 21.5 21,51 -0.21 .10 case ok 3 .1 -23,1 21.51 -0.20 .10 case ok 4 .4 20.4 28.06 0.20 .10 , case ok 5 .4 -21.9 28.08 -0.21 .10 case ok 8 .3 -24.1 21.89 -0.20 .70 case ok 1 .9 -1.2 29.06 -0,01 .10 case ok Bottom of wall • 1 2.0 16,8 29.12 0.01 0.60 case ok 2 2,0 -18.1 29.12 -0.01 0.60 caee ok 3 2.0 -11.5. 29.12 -0.01 0.80 case ok 4 2.4 16.3 29.83 0,01 0.60 case ok 5 2.4 -18.5 29.83 -0.01 0.80 case ok 6 2.3 -11.5 29.61 -0.01 0.60 case ok 1 3.3 -0,3 31.35 -0.00 0.60 case ok LOAD CASES . 11 .901 + 1,3W1 inward NOTE in cases 1), 21, 4), and 5) the 2) .9UL + 1.311L outward 11 used is 1/2 of the applied 11 3) .901 + 1,43E0 , "') r Nom✓ 41 1.0501 + 1,2811 + 1,28x1 inward 1 „ ]3 4 +3,, „ i " c 51 1.0501 + 1.2811 + 1,28111 outward 6) 1.051)1 + 1.28LL + 1.4EQ - -- -- 1) 1.401 + 1.111 .-f_ - _ _ w r, t .. . • - I • • )` 1 ENGINEERS— NORTHWEST INC. P.S. 't 6869 WOOOLAWN AVE, N. E. • SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 • FAX # (206) 522.6699 4 ( t . i . JOB NO. JOB NAME '°="i / /MARTS //t/ /A Tr. DATE /// SUBJECT SHEET 4 OF BY 1//91 I i /::;.---7 ctet ,A/AL T.7R'/Gi S i xit s.r) . 7 ' • /BY 1%-040A/5oA/ Ae457kiME77 AIA ARC//17EC•T ' ' 1 1 I iF g r• ks: ' /o 0 O 0 =�°� a i Gig Zoe o" r . 2/D/ 4 I y E • ` ! ! 4., 1 I 1 +v. 1 Sf �� &-xist y j } f �8 1� 4xica ap F +:Ywoo , itl . i Ho N .� . tv/zxie rot ,- i . . x , , . '1.' , ,.I .. ,.j • 4 v. ' .4i a moot �ptiJ , * t' ' ti wall panel elevations east elevation on grid • • • , �.. r .. . ::1 ", .i. ... .. "; ?', t, .'.f.'G i. ... t •... ,..: .. � ,< .... • r.�^ 7n.,. ., s.q, �.. : t ,L h .. _. K`5" +SSi•i`�+•"i; t,. F'. `!Pies.: t .. f , 1 ENGINEERS- NORTHWEST 14 C. P.S. 6869 WOODLAWN AVE, N. E. - SUITE 205 - SEATTLE, WA 98115 • (206)525 -7560 - FAX # (206) 522 -6696 JOB NO. JOB NAME / =mot.. r 3a12 ND /A . , DATE ///5/55 - SUBJECT- SHEET, 7 ,OF By it_ ,SST ,1.EVATicl' a 4',e /a (c9 _ • ,,V / 4-0 , Air K s -O W /06 Plc I /ay / 77 ) j , • • k . ' `/Q� (4 ECUs : O F a • arA)/"U w l 71 4' • • ' Do�2s E E ! I LAT L OES /qA/ . ok , ' /, 13 7i& j +RO PAg- 6 ve7c/0" - . 4e 577.5 */c I■gzaRcE .. 1 s 1 ! /g6Dr dL 6 { ' { ,6'1U4t R LL : /O J c? + 1 • { { P i • • { 1 ' P Air: , 3S Pi rIsSei: 6 "f � I cult/ f 3 ,'31 S . S/6 pew- • i , E3' � N / . (....' ; . N ' '-'- - y TAke- Au- ' we - I N/ • • • •. ' . i . . ��KK�� �pK • ' �.I� �, � /. # , � , VG (i. n 5 ) 1 v.f e � 2-- . . ' K Z eot-rs •24• �y��z Nlc,-r1. �.. �'" /�; p 1,59 % Eht 3/� "Nt /N• I r y 1 , Vow- 3.sE.rx)(e.$) =-3.8 Y. ; C N6gk L (Jr Z 1 7 514.1b/ '�o''' (Vag r,.2 ! coiNs wvr i f iloG-ticY`/ f ` K` 4,42 6,v/4 1 ` =0 ;. 1 . 11 �\ j 1 / 3 { ... Y� 0..S /tnc' _ ; O. 2 40) j p,c i ' • • I _ ..1- o.as{Z b o•8 3)(S s " u I , I ; Mµ ' 6 4 _ a °� &i6o) 3i S k /z - e4---7) r Z9. / �'{ .. . • .. • .<. ` i , ^. , X . `V..; r..y ZA.P1 ,,:e36,t'4v'a !'-A. •;ua . Tn,.;: ;17 t .s.i. .1: t ,. ,z , t ryp, nxa� + Ydrr.• ow. �ernr e1vm;x»rvrm;;rArn,0u�mmramv. ' 11. ' . .,1 .s!,.. 0 ENGINEERS— NORTHWEST INC. R S. • 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 5224698 Joe No.s /7 ' NAME Gt/ / - S /N,D /a ?.z DATE _ /�,��� SUBJECT ' SHEET 5 OF „ BY HAP , . ! j PL Dt- : ' 69fisf' <rp.33'' - '`'3717,�F. r . ' ;..� . . 1 i i � ! 1 ' OVA lO Y 7X-1 ' Sec. l `. (op4 -'K ;;. 1, 1 { 1 . .. .I ' valV 4,c:: ; /ZS,P < ZS oc r xs �' . ; j ( . • i! i ; 8-0 , ; i 3 a + 1 7 1 �,�ba " 657 (s A ! 2 i :„. .1, ...1.. ..' .. _..... ... . 1 1 ... (` 1996 V Cg 3G) FfT_v9t) Z • • . . ' . , 1/ t ' :11 ', 1 s 2,0 91 zo'JI • F 13e:E, 3 '4'/1' • • ; ; I • , 1 . . : i , . . i „ ; :. . 4 ; . , ; 0/0 3 ;:57".5( 2 )(. 4 " ) . ' 7 ?' �LT /Ly�J C-2.; j 1 . i , i i , � � i. ; <..... • 1 j 1 �.. I ; ■ ! 1 • { 1 1 1 1 ■ i i ; ' . . ENGINE { t ' R S - NORTHWEST I C. RS. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 - 6698 • X.: , JOB NO... .JOB NAME 4hl/ /R7 //U1.7 / A 77. • DATE I/ 5 , SUBJECT SHEET OF • BY NAP , • F::&.1:. C12 /G /A/4L 17 cva S 72,4,r.,.- ) 7-2/-- /ay M4N5c / ,e vA/a 1 64 A��N /'7 lt///i( -: a. />> C e 28 PAY . rx �s. I /D /Z- 0 • 3c-e, p . a"! 6," 2.0!..0" 20.0 ., 2 / „, . u [i7 R i O 14 • M A - . N \9 • a k ��'. L1354- . m . N to I • _ I ti . - 0 N I -.. Ill / I , �wsr. �, c. - ; MO ¢ X /�f24 1 c I • Ywauv rte m sum' . eS • . M .: 4 1 i A V. x �4�� C N ' N 4 _ . r ,, i I . ( I I ' HEW. { a ,. - , r . i.,.- ENGINEERS— NORTHWEST IN P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522 - 6698 rc; \ JOB No.SS « - 3JOB NAME D ." 14 /1 -"Pt) /ND /A T2. DATE _ // F../ S SUBJECT SHEET �1 OF BY f/.4P /4/4,4e_ Ait/C -/i R.4c, W4(.0 I sMic 5' � ' :A-1 S, o k /3.des ' ' ; t ' ' , , . . , V. , e) t. , 1 i ;•� Zf kI= .Q•3�1,v)(0.�'Sr(s) ( /.c� / • /eSpLF =364 e . G,T: s..//G! , , , : ; • I i j - = d: 3(' /•'d) �� 75�t o) (oO s . 2` it , . ( i c441lit2�5 , ' I 1 ;' C// . M/N/ Z4;4 71 1 ! - -; r-. F , u ...&..cc*, ; I -n f ,LTlrZU. STRRIP tai k tr ll , 1,____zoi___,....4 , , , .. . . ; • i w iv i �~ ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. • SUITE 205 - SEATTLE, WA 98115 • (206)525.7560 • FAX # (206) 522 -6698 Al . JOB NAME / �R /ND /A Tr. DATE ///5/,5 Jo® No. G,c./ /r1 , �^S ,., D Te ; SUBJECT SHEET 17 -OF BY NAP . Fiam . /fit /A/AL l. S 7, ?'- 2/- 'W/ 2 Ms4A/s ,v ,e cy ME7 T A/A .4111/7c.7-** 1 1 k///,C . G.w 3cxn7, i co 2$ P4Y I • °J /O / �loy 4... 6,• Zo -o" 2 /.0 -. i ,u--r. 1 -- -- �, n O /d sq ',I ',I A. 17 e 4k-e. `It !r r pva-L/ AJS M .;, A. 4Grz,r s q-,- /l X 4" x A135+ , . ''^ ::,,i % ., 1 v. . ____L2 nfjkl 11 ..... 9 4 tn .. - • T • i1 ? V 4 4t • i ii , & / %a" --� 4x/4 & 24--77. r ywvuo rie suef'• . yes m m � `QQ (UNOLociee r Y ' X � . riTif;:- n— ,• , , 1 ME . �rqN s • opF -- 1: � = 158 !" . 26,3 4.F. 1�'a SN,A� ZS � gi 5 - � F R PL: /5prr00 -zs')= /S1PLf • - ;`• - • - - 38' -0 . ' ii - . - = ' - - - - • 40' -0' .. _ - . ` - - , • • 1'-0', I 22 . . : -.. - - _ - 22 -=0' -- - - 18 -C' .. , - 15' -0 fl _ - NEW .8'- 0'x4' -0' HT A -2 -- _ _ - - - . - SAWCUT OPENINGS _ - - ' _ _ A -2 'EXIST. R.O. (6 PLACES) U.N.O. t;ti Tl'P • II • _ _ .- �� ' , EXIST. P.C. - PNL • _ I ° - _ . ' NEW SAW = TO P.C. PNI- • _ . E - i - i .. ,3' -7 ( •' ... - _ -,. .4-3 --0/4•• �, � � , ra - - TOP OF EXIST. , - - - — • MEZZANINE VFY. • :. ' - _ , o _ • • - - _ ., - .. - : ' :L - _ . _ . _ DUST 12"x1 - - • - -' _ _ : • 1 • _ i - PILASTERS. _ �_- - _ �` - J � GYP. _ _ : h7 ��:.: -ryes.. • EXIST. 5 ' P.C. "8' -0° I 1 8' -0' 4 _ - ..-. • PNLS T RO. R. ,.' _ RO_ _ :--t 8'-(11r R0. - . . .• • m8 "� - SOUTH ELEVATION .. o - GRID ' . _ . TAWS � j �ytb . sA - - • - . ) ] EW !S FROM INTERIOR W •• S iliffb . 2j VERIFY ALL DIMENSIONS . .9. _ - .. • • - _ ... EXISTING ROUGH OPENINGS DENOTED � • - • .- .. .. �k :, : .. > .. '.",. ,:t'.,i :, ,;,: .. •r• .., ,... .. ..�.;7 S'..ot%:.:.ti ;�i; .',..� .� ^ ,rtt^ ., ., ,. ,. ..M: ,L ...,. - G + „s snrn.c: « r,vn�nn,wne.nv >,�..w. +rxx.., enmr.�r+ ENGINEERS-NORTHWEST CONCRETE JAMB DESIGN (version 3.0) Sheet /,-:of_.,__. , Voodlawn Ave NE UBC DESIGN IMPORTS INDIA T.I. '. u,1e,Nashington 98115 18:11:45 11- 04-1995 GRID 12 JAMB 1 po 100 JAMB DATA height (ft) width (in) thickness lin) add thickness (in1 4 factor parapet ht (ftl 12.61 39.00 5.50 1.50 0.85 12,33 SPANDREL DATA thickness(in) offset (in. + outward) + 1.00 0.00 OPENINGS LEFT width (ft) height (ft) RIGHT width (ft) height (ft) 8.0 4.0 0.0 0.0 MATERIAL DATA concrete (psi) rebor (psi 1 3000 40000 LOADING DATA unfactored , wind in (psfl: 15.0 out (psf): 15.0 , seismic.,. zone 3 press (psf): 40.0 import fact: 1.00 ledger Wolf): 718 UL (plf): 154 ecc (in): 3.5 % 11 w /seismic= 0 concentrated load LL(lbs): 0 U1 (lbs): 0 ecc (in): 0,0 t LL w /seismic= 0 • concentric load LL(plf): 158. UL (plf): 263 z 11 w /seismic: 0 ,t horn load plf (+ inward): 0 dist above floor(ft): 0.0 REBAR DATA Vertical 3 44 d: 2.75 Horizontal min in".? / ft 0,16 • MOMENT AND DEFLECTION RESULTS +inward - outward • Case Pu (kips) Nu (in-k) PhioHn (in -lc) defl (in) Allow defl(in) Comments Top of w a l l . 1 3.9 5.2 25.00 0.01 0,86 case ok 2 3.9 -10.1 25.00 -0.03 0.86 case ok A. 3 3.9 -12.5 25.00 -0,03 0,86 case ok 4 5.9 -0.6 28.21 -0.00 0.86 case ok 6 5.9 -15.8 28.21 -0,04 0.86 case ok 6 4.6 -13.0 26.14 -0.03 0.86 case ok j 1 9.5 -18,1 30,90 -0.04 0.86 case ok used interaction curve i Bottom of wall 1 4.1 5.1 26.28 0,00 0.30 case ok 2 4.7 -6,9 26.28 -0.00 0,30 case ok 3 4.1 -8.4 26.28 -0,00 0,30 case ok 4 6.1 4.3 29.58 0.00 0.30 case ok 5 6.1 -8.1 29.58 -0.00 0,30 case ok 6 5.5 -8.5 21,59 -0.00 0.30 case ok 1 10.6 -4.1 33.01 • -0.00 0.30 case ok used interaction curve LOAD CASES 11 .901 + 1.3NL inward NOTE in cases 1), 2), 4), and 6) the 2) .901 + 1,391 outward 11 used is 1/2 of the applied 11 3) .901 + 1,43E4 4) 1.0501 + 1,2811 + 1.2891 inward . 5) 1.0501 + 1.2811 + 1.2891 outward 6) 1.0501 + 1.2811 + 1.4EQ 1) 1.401 t 1.111 INTERACTION CURVE DATA .7UPo ,1rPbal .10Nba1 .1;Hn • 94.2 29.1 66.9 13.6 4. ENGINEERS-NORTHWEST CRETE JAMB DESIGN (version 3.0) SI.`i s of 6869 koodlawn Ave NE UDC DES1H IMPORTS INDIA T.1. Seattle,Mashington 98115 22 :12:31 11 -04 -1995 GRID 12 JAMB 2 ' po100 II DATA height (ft) width (in) thickness (in) add thickness (in) K factor parapet ht (ft) , 13.61 48.00 5.50 1.50 0.85 11.33 SPANDREL DATA thickness(in) offset I in. + outward) 1.00 0.00 . OPENINGS LEFT ,,.width Ift) height (ft) RIGHT width Ift) height Ift) 8.0 4.0 4.0 4.0 MATERIAL DATA concrete (psi) rebar i (psi) LOADING DATA unfactored wind in (psf): 15.0 out (psf): 15.0 seismic,., zone 3 press Ipsf): 45.1 import fact: 1.00 , ledger LLlplf): 718 UL (plf): 154 ecc (in): 3.5 % 11 w /seismic: 0 , .y concentrated load LL(lbs): 0 01 Ilbs): 0 ecc (in): 0.0 % 11 w/seismic: 0 concentric load 1L(plf): 158 UL (plf): 263 % 11 .a /seismic= 0 horiz load plf (+ inward): 0 dist above floor(ft): 0.0 REBAR DATA Vertical 3 14 d: 2.15 Horizontal in in "2 / ft 0.16 MOMENT AHD DEFLECTION RESULTS + inward - outward Case Pu (kips) Hu (in -k) Phi *Mn (in -k) deli (in) Allow defllin) Comments lop of wall 1 4.3 1.2 22.80 0.02 0,93 case ok 2 4.3 -12.9 22,80 -0.04 0.93 case ok ' 3 4.3.' -16.1 22.80 -0.05 0.93 case ok : 4 6.4 0.6 26.44 -0.00 0.93 case ok 5 6.4 -20.0 26.44 -0.06 0.93 case ok 6 5.0 -16.6 24.01 -0.05 0.93 case ok -- 1 10.4 -22.1 30.45 ' -0,05 0.93 case ok used interaction curve ti Bottom of wall : 1 1 5.2 7.5 24.41 0.00 0.33 case ok ' 2 5.2 -8.9 24.41 -0.00 0.33 case ok 3 5.2 -10.8 24.41 -0.00 0.33 case ok • 4 1.5 6.0 28.14 0.00 0.33 case ok . 5 7.5 -10.2 28.14 -0.00 0.33 case ok • 6 6.1 -10.9 25.89 -0.00 0.33 case ok 1 11.9 -4.6 33.08 -0.00 0.33 case ok used interaction curve LOAD CASES 1) .901 + 1.3111 inward NOTE in cases 1), 2), 4), and 5) the 2) .901 + 1.3111 outward 11 used is 1/2 of the applied 11 3) .901 + 1.43EQ 4) 1.0501 + 1.2811 + 1.28111 inward 5) 1.0501 + 1.2811 + 1.28W1 outward 6) 1.0501 + 1.2811 + 1.4EQ ' 1) 1.401+ 1.111 INTERACTION CURVE DATA .10Po .10Pbal .1+Hba l .71Mn 94.2 30.1 66.9 11.1 ' •. ,.. (: i.:, r .- ..:'t' it. j'+. : . tG.. ` �: '1 .+. r. .. l.r .. ",l"i.: '•r :. .-t .w..nvn.v..•,.- r.eewe.v.cnn w.+*+. x.r.,... ,.,.. :,.,..,. ENGINEERS-NORTHWEST CONCRETE JAMB DESIGN (version 3.0) Sheet �? of____- 6869 Woodlawn Ave HE UBC RESIN IMPORTS INDIA T.I. V""' 98115 09 :03:45 11-05 -1995 GRID 12 JAMB 3 (1L.^, po 100 JAMB DATA height (ft) width (in) thickness (in) add thickness (in) k factor parapet ht (ft) 13,61 12.00 12,00 8.50 0.85 11.33 SPANDREL DATA thickness(in) offset (in. + outward) 1.00 0.00 OPENINGS LEFT width (ft) height (ft) RIGHT width (ft) height (ft) 8.0 4.0 0.0 0.0 MATERIAL DATA concrete (psi) rebar (psi) 3000 40000 LOADING DATA unfactored wind in (psf): 15.0 out (paf): 15.0 seismic,,. zone 3 press (psf) :125,5 import fact: 1.00 ledger U(plf): 118 DL Iplf): 154 ecc (in): 3.5 % 11 wlseismic: 0 concentrated load LL(lbs): 0 D1 (lbs): 0 ecc (in): 0.0 % 11 w /seismic: 0 concentric load Wolf): 158 01 (plf): 263 % LL w /seismic: 0 horiz load plf (+ inward): 0 dist above floor(ft): 0.0 REBAR DATA Vertical 2 17 d: 9.00 Horizontal min in "2 / ft 0,36 MOMENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Hu (in-k) PhioHn (in -k) dell (in) Allow defl(in) Comments k_ Top of wall . 1 11.2 26.1 403.43 0.01 0.93 case ok 2 11,2 -12.9 403.43 -0.00 0,93 case ok 3 11,2 43.4 403.43 0.01 0.93 case ok 4 15.9 20,1 420.13 0.01 0.93 case ok 6 15.9 -18.4 420.13 -0.00 0.93 case ok 6 13.1 44.5 410.36 0.01 0.93 case ok 1 24.9 -1.5 340.65 -0.00 0.93 case ok used interaction curve Bottom of wall 1 13.8 18.4 412.81 0.00 0.33 case ok 2 13.8 -14.4 412.81 -0.00 0.33 case ok 3 13.8 30.2 412.81 0.00 0,33 case ok 4 18.9 11.0 325.00 0.00 0.33 case ok used interaction curve 6 18.9 -15.3 325.00 -0.00 0.33 case ok used interaction curve 6 16.1 30,6 420,13 0.00 0,33 case ok 1 28.9 -1.0 350.91 -0.00 0,33 case ok used interaction curve LOAD CASES 1) .901 + 1.3WL inward NOTE in cases 1), 2), 4), and 5) the 2) .901 4 1,3M1 outward 11 used is 1/2 of the applied 11 3) ,901 + 1.43EQ r� 4) 1.0501 + 1.28LL + 1.28M1 inward lti ,, .. 5) 1,0601 + 1.2811 + 1,28 ►11 outward 6) 1,0501 + 1.2811 + 1.4EQ , 1) 1,401 +1.111 INTERACTION CURVE DATA 7 pr, 1oow 1rHh.j1 1PMn \ _ 7 1 1 "7 ( ENGINEERS-NORTHWEST CONCRETE JAMB DESIGN (version 3.0) Sheet fe of ____ 6869 Woodlawn Ave HE U8C DESIN IMPORTS INDIA T.I. Ittle,Mashington 96115 09:01:44 11- 05-1995 GRID 12 JANE 4 po 100 JAN8 DATA height (ft) width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 13,81 24.00 5,50 1.50 0.85 11.33 SPANDREL DATA thickness(in) offset (in. + outward) 1.00 0.00 OPENINGS LEFT width (ft) height (ft) RIGHT ' width (ft) height (ft) 4.0 4.0 0.0 0.0 MATERIAL DATA concrete (psi) rebar (psi) 3000 40000 LOADING DATA unfactored wind in (psf): 15,0 out (psf): 15.0 seismic,,. zone 3 press (psf): 36,6 import fact: 1,00 )edger LL(p)f): 118 Dl (plf): 154 ecc (in): 3,5 % LL w /seismic: 0 concentrated load IL(lbs): '0 DL (lbs): 0 ecc (In): 0,0 % 11 w /seismic: 0 concentric load LL(plf): 158 DL (plf): 263 % LL w /seismic: 0 horiz load plf (+ inward): 0 dist above floor(ft): 0,0 REBAR DATA Vertical 2 14 d: 2.15 Horizontal min in 4 2 / ft 0,16 MOMENT AND DEFLECTION RESULTS t inward - outward Case Pu (kips) Nu (in-k) PhirHn (in -k) defl (in) Allow defl(in) Commenta ( Top of wall ?... 1 1 3.5 5.9 25.39 0.01 0.93 case ok 2 3.5 -10.1 25.39 -0.03 0.93 case ok 3 3.6 -12.9 25.39 -0.04 0.93 case ok 4 5.1 0.1 26,26 0.00 0,93 case ok 5 5.1 -15.2 28.26 -0.05 0.93 case ok 8 4.0 -13.3 26,39 -0.04 0.93 case ok 1 8.3 -16.3 29.84 -0.04 0.93 case ok used interaction curve Bottom of wall 1 4.2 6.1 28,11 0.00 0.33 case ok 2 4.2 -1.1 26.11 -0.00 0.33 case ok 3 4.2 -8.8 26.11 -0.00 0.33 case ok 4 6.0 4.8 29.68 0.00 0.33 case ok 5 6.0 -8,1 29.68 -0.00 0.33 case ok 6 4.9 -8.9 21.88 -0.00 0.33 case ok 1 9.5 -3.6 32.00 -0.00 0.33 case ok used interaction curve LOAD CASES , 1) .9DL + I,3WL inward ROTE in cases 1), 2), 4), and 5) the 2) .901 + 1,314. outward LL used is 1/2 of the app)ied 3) ,901 t 1,43E0 ( 4) 1.0501 + 1,2811 t 1,28W1 inward I1-. ' 5) 1,0501 t 1.28LL + 1.28W1 outward 6) 1.0501 + 1,2811 + 1.4E0 1) 1.401+ 1.111 INTERACTION CURVE DATA 1rpn 1tnho 1ooh+l 1,4 . .. ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522 -6698 IC JOB N0.°*S ' JOB NAME 2'kA/ //slPCg75 /MD /,4 7 DATE / // /QC SUBJECT ,SHEET / 41 3 OF BY C/,rEcK /..../A/775 : C( 2T/C.4L 4- O,4Gt5J , i i f- i lea., / /s -e /01 1- 11" ` d,n, oz4 _ I•el i , • / ' r • • I , • ' al`15 5 / ' 0•244-°-) I' _ (AS? . S? "! /• 't I- f - i 1 a es - 01) 6. i 0.Pis( #/-4 = o. 3 a 1-6t0)14.3,3"- ei 7 y - 23. a K ..?"-(i4- , t 01‹ • 12 1. = p. €5S( 3ovk (5.5'x39N, c 1S."57 >k'= ; , , 7 /oO0 2 - ` ' v ■ 1 , ,.. , ENGINEERS-NORTHWEST IN P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 • (206)525.7560 - FAX # (206) 522-6698 Joe No, OS Joe NAME DM514*1-1 /1•01Poila7 S /Mob' 77.2. DATE SUBJECT SHEET (4 1 OF BY 114P Cld.r..e kizvn52- • . , • • , , evaizzr: Lvvios): . : ' ; ki•Oggiik14: ' : ' . . . . , / . . , , ; ! . . . ■• ' . ; ; ; • . ' • . . 0 'kJ . , ' . . , . . , '‘,.. : . • , , • ! 6 ,4, z 645_)6. G64-e , : . • : t ; ,,,,,-"" iN 24. ' /2 r s-Z4-4947%.4F6i_05 1 . c550 01e , , . • , ' 1 : ; ! _ _ _ . , , . ; : 1 • , ' , 1-11,.. 2.4156 C.e.k r . , . . , . . cet-iptv a t (0,2)(40)rfoz- .,..- • ... . ir•J-4 . 7 1-1 1 , 4 ,o/c,.VD oi ' ; /2- • i ! . .... ,,, (20S (3-.)(1/37cZ (G•SY/0225, F Zero./ . , ( '2 ) /OPP . , , . . , • • • ; ( , . • : . . , : • ; • ' " . , . ; . . . , , • . , . ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) rii. Joe Na. ° r? S O/ 0L3 JOB NAME S tiCnAi / /NW A Y• DATE . / SUBJECT SHEETS/ OF By EiSimic: cAsfi )(2.7aa)<C o 9 i s Cq At_. f 29'/PL coMeau-s: Aiwa � _ (o.6.z) C . g -) /�. # o = % P Hovig. 14, z3( S) : lop ? pt -P . 3•S -z. /af r `` MO t 4 4 I . 52_. (5--1 :X': / /i: M= /u7' # € 3.7 s • C4SE6P )I- - th.I 1 !ti/NO . (woresi' C 1 s i 7.- " A/ / (H Iw g�j- P N - , 1Z? + i srava /AZ' t55 PLC ! M,Nne- 4 00° - • P 44.44 LC - Ems- . 4017* -{F v , 3 .' ', , f4.23fa 123(0 .� e . . (a . GS 7 = 0,41t 0.4-S13 k''' /4, ' 4' I � (Z. SJ "� zr E37- PQ -c 4 ?.o Gra 4.33 ' ' ' , corr. u .. .. ..... .,<...,...- .. ,,. . .., ..,, -..sc .. a::: ......t r�+Ir:...2.'w'•!�:`r,�.r ".',,. t:.,..':r.c,,...,.,.,a .P.�,.- ..........,.... «,..,rr - ...,.. «, >.......,.,..,.. >..., w....m.»v....�.....,,..... ENGINEERS-NORTHWEST RETAINING WALL DESIGN (version 81.01) t Sheetv?� of____ 6869 Woodlawn Ave NE 05 -1995 Dr - '1N IMPORTS INDIA T.I. Seattle,Washington 98115 u0.01:04 SuIION 8 -1 po 100 C4 SE v Wogs F.S. C . OVERTURNING : 2,48 F.S. SLIDING : 1.52 C4 E. P: 241 plf 3 J 41 5 J . 111 Surcharge: 100 psf -1 K• t: 5.50in, A '-- w: 35 psf ), i 4.0 ft �P:: 0.1kips I 0.25 ft \\\ 1.0 ft 4 t :11.25 in - w: 243 psf w: 388 psf 0.50 ft * )1 5,50 in,(wall)� 4,00 ft 1,62 ksf L zero pt,: 3,66 ft. Equivalent Active Fluid Pressure : 35 pcf Equivalent Passive Fluid Pressure : 200 pcf Allowable Soil Bearing : 2.00 ksf F'c : 3.0 ksi Fy : 60,0 ksi Coefficient of Friction : 0.35 po 100 STEN DESIGN (a 1 /10 th Pts, : 0,50) Mu (ft -k) Vu (ksi) d (inches) As (sq in) % Pbal Min vert Min horiz 1 0,1 0.001 3,13 0.01 1 0.08 0.13 2 0.2 0.009 3.13 0.02 2 0.08 0.13 3 0.3 0.011 3.13 0.03 4 0.08 0.13 4 0.5 0.013 3.13 0,05 6 0.08 0.13 5 0.8 0,016 3.13 0.01 9 0.08 0.13 6 1.0 0.020 3.13 0.10 13 0.08 0.13 1 1.4 0,024 3.13 0.13 16 0.08 0,13 8 1.8 0.028 3.13 0,13 11 0.08 0,13 9 2.3 0.033 3.13 0.11 21 0.08 0.13 10 dr, 0,038 3,1 0.22 21 0.08 0,13 ge,. e•�Cltw , 12(L.i 3� "r a•" rC h G,ZZi /A d 02.Pi cit TOE DESIGN (bottom steel) 0.3 0.000 7,88 0.01 1 HEEL DESIGN (top steel) If , t l0 r II G .. .. .t ..:,'.i:. .Y .... 1 1 r .air'.i "...i. :ia.. t.i .. , ttt �'.)FVf }ii a.�£i 1N:.' °.; , . ) ..., • .ix. a ., ir.^.h�.n., •..... ati.. ....r... �i.�s.+s+..•e>^o- n n.. "Ki »?+a�Yw.�n'.u..'y1.va., ENGINERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E, - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No, JOB NAME ./QA/ / TT• DATE ///G/'9 SUBJECT SHEET 2 OF BY s ( ( 2sa 8� So f S pi. le .114— aaseimmin S ' J l e , a. ? /ao 4 76./ / s)1- , - r zeep .:4 :- •: /8 i Usc e/4 . "V, x i70 ( D- a „ ,, r ,� gesiei4 /N617 4/44 oTt,Y`', W U., wr = 51 (7,a) = 37s 1 2 SZ3pc a 0,5s- =.g 35 p4-ic > Zt3S F5 . 13z 2 66 ok .v:, .: ,. ,..r.. .•a._, ;ca.,i »,_. ,•..,..:....;.,,...w N,;.. <xrr,.,.a.::ir!`.u'r::k`St,2fi.A ?. A,t'u.:rss .,r ., ..rw .-.._......_...._......... . «.._.,._._.,« » ............ .... .,....•..- .....».....,.....•.,,..,,. OCT. -19' 95(TH1:) 14:22 A TEL:1 345 P. 002 • .. r / /. /a. .W . Nt // ! /Nf Ar. NI.•,vi/ H / N/ .�� DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A • • t °t ;iiEp14TRATtQN k4tvi9£)i •. , i7cf�RATtdI MTF;' , i ;..; Q� 1 ?; '.n: r4 X g*. ?qX$; �:t?X,;l, t .1. - :, STATE OF WASHINGTON ;+ ' •' Y,' :.. �' r.. �:.. ITT•': iy�r(.�;•���!���'��4•'�,�'1'•,x �� "� ,•�l,'' .f PO, ' BOX `1.99; REDMOND 'WA'''. : 9E073- 0199.: • E; a a 625- 5 QCOt34) 11 !i .!/.w%l:�ii ✓. , 449. >, n:4, " .:v; A4vfrvi n r'a:v ..:z/ • .V,. an p • r sr. N ti » .4 r rrr.'atyriaa%1+ RECEIVED CITY OF TUKWILA OCT 31.1995 PERMIT CENTER " 7 ' I Section or Detail Numbers A.M. ..F. ABOVE E INT. INTERIOR (INSULATION) 1 _ PREFINISHED HANDICAP V STRUT ALUM. ALUMINUM -- - - -r -- } ® Detail - Section or Targe SIGN PER RCTU 10.92.120 j , E Existing 2 X 4 Light Fixture ANOD. AN . ASPHALT ED JST. 1 9 ' ' 9 ANOD. JSi JOIST - " Drowina where Section or Detail A - Is Drawn BM. BEAM LAV. LAVATORY , �J Proposed x Pd 2' 4' light Fixture Partial or Full Section BD. BOARD " _- T, / 1 BLDG. BUILDING MFR. MANUFACTURER q . - -- © Existing 2' x 2' Light Fixture BLK'G. BLOCKING MATL. MATERIAL 91GN Y MAX. MAXIMUM Wall Sections CLG. CEILING MECH. MECHANICAL - �/ Proposed 2 x 2' Light Fixture Q CENTER LINE MIL. METAL 1 I - _ - - -- 2rr' DIAMETER UPRIGHT STEEL SEI B' CE i j `�_ A OUST1CAL COL. COLUMN MIN. MINIMUM PIPE, IN CONCRETE. SEAL EXPOSED PER.U,B.C. - ILING 111 ?� interior Existing Fixture to be Relocated CONC. ONCRETE MIX. MIXTURE - ST���AAANNNNNNDARD -1.1 b , rodor Fi nished Wall Elevations CON T , CONSTRUCTION END OF PIPE, PAINT BLACK PER x 4 `) CONT. CONTINUOUS N.T, NOT TO SCALE SPEC. I ht 0 Recessed Downlight - N0, NUMBER E O R N um b er DR INKING FOUNTAIN 1 9 . N.I.. POT IN CONTRACT I D /F DIIL. DETAIL _ -- LANDSCAFE ® Ceiling Diffuser DIA.(0) DIAMETER OFF. OFFICE ` , 1 O Door Number DIM DIMENSION D.S. DOWNSPOUT O.C. ON CENTER ` WALL OF,L. OVERFLOW LEADER DR. DOOR O.P. OPERABLE / ��-- Illi 1111 =1111 i Elll1= III 111sllft 11_ III = 1111 = 1111 =1111 = , ,, _ L EI Ceiling Return 0 Grid lines - Column DWG. DRAWING OPNG. OPENING f - , IIEI_I�_ 10111EIIII• =1111 - - I 101 I Room Number EXEC - - -- - - - i - 1 `- d � -- I Exhaust Register E.F. EXHAUST FAN PNL. ANEL ( gym wlip10 i i EIIIIIIE 0 -_ E � F ggT s-en � Ri CA L FINISH SYSTEM P�TN. ARTITION IIII.': :'F1111 - - -6'-0" i . 12' -0" MAX. • Sprinkler S, ELE LA Flro Extingpuisher EN ENGINE PLLAM. A LAMINATE = - 1111 = = 1 111' F.E. ® 0 a us See 5pectilcanons ENG. G. ENGINEER R PTO. E Y WD OD 8' CONCRETE FOOTING tex Duplex Outlet of 12" E . E 1 P. ATCH AND LINE �� E UIP. E 1 ENT P &P ATCH AND PAINT H.C. PARKING SIGN i 12• 10 SEISMIC BRACING @ ACT Zia' 6 Fourplex Outlet at ,2 Faar " C____7 Existing Wall to be Removed E 1ST. E P EX EXPANSION R.L. MN LE ° New T}nont Wall EXT. EXTETFOR IC WATER R B E B E BASE k®`o Dedicated Duplex Outlet at i I 1 E.W.C. ELEC ' metal studs 25 go. at 2' -0" COOLER REC. o.c. RECP. EC pTACLE C PTION ��- BRACING PER DETAIL 8 /T -1 2 3 1/ 7 x 4' ACOU ° w/ 5/8" GWB each side up to ceiling F.E. FIRE EXTINGUISHER REINF. EINFORCING 5p k "° Dedicated Fourplex Outlet at 12" E xtend to roof deck where noted on dwgs. f E C {a. E7�TINAW H E R CABINET pR.kDi�. RRoOpOoFM1q DRAIN T 1.1r MAIN OR CROSS TEE CEIUNG TILE (ACT) FAC.FiN. FINI F REFL REFLECTED O ® Stud _ Drywall w/ Sound BgN Insulation F.D. FLOOR DRAIN :1,, Floor Mounted Outlet 3 1r metal studs of 2' -0" o.c. 5/ ,I F � C, FIRE DEPT. CONNECTION 11EEi GW B / each side thru ceiling. FT FEET `E S ImRG EIN IX1E1 rdn)1�)111f�11 JOIST 42" F.E. INISHED FLOOR SPEC. SPECIFICATION 0 Z NER P0 Duplex Outlet at 42" 0 One ur Rated W011 3 1 p p F pE t1YDRA Q 1 �'� THREAD ® /� FIN FINISH STD. STANDARD CLG. SUSP. a. of 2' -0�' o.c. STN. STEEL O �- METAL EDGE YDRE Q Telephone at 12" w/ 5 /8"mstet glMds 25 type x GWB each side with Bak FL F FfL00R LASHING STRUCT: STRUCTURAL LL ~ Insulation up to structural framin k, O S &V STAIN AND VARNISH 2 - 7 x 7/16 STEELER 023 ATTACHMENT � P 9• fG. OTING F � ASTM, A -446 SCREWS 0 Fl oor Mounted Tele hone FON. FOUNDATION TELE. TELEPHONE • , � - 4' -O 0, C. CLG. WIRE ® p E In terior/Exterlor Wall F.O.C. FACE OF CONCRETE TEMP. TEMPERED W L l' C Mud Ring nd Pull Wire F.O.F. FACE OF FRAMING T. TOILET 9 T TOP OF PARAPET \ \ l ` - BATT INSULATION AS t Y 12 GA T TYPICAL W l �., REQUIRED . SEISMIC «+ Light Toggle Switch at 42" GA T.I. .I. YP. TENANT IMPROVEMENT �� BRACE PER UBC WARD PLAN GAL GAUGE V, GALVANIZED T.W.C. TACKABLE WALL COVERING y T a 47.1812.0 DONN SEISMIC 3 GL. GLASS O • V TUDS O or 3 -Way Light Toggle Switch G.L.B. GNU- LAMINATED BEAM U.O.N. UNLESS OTHERWISE NOTED 1 1 2" 3 METAL STUDS ` STUDS OR EpUAL STRUT GYP. GYPSUM 0- M. . ® -0" 0. C. G.W.B. GYPSUM WALL BOARD V.C.T. VINYL COMPOSITION TILE eI �I E Existing to Remain V.W.C. VINYL WALL C OVERING 2 0 Q STANDARD 47.18 & U.B.C. STRUCTURAL FRAMING -- : H.P. HIGH POINT VENT. VENTILATE ..,J NOTE: H � ENTIRE A.C.T. CEILING SYSTEM Typical Spacing for Wall Outlets pIGH PREgSURE SODIUM VENT. VERTICAL ACT SHALL BE INSTALLED PER U.B.C. - - - HDWR•. H ARDWARE 2 GT. HEIGHT W.C. WATER CLOSET Q CHAPTER 47 NOTE: ,I � ! . MIN. k HCP. HANDICAP W.COVe WALL COVERING Q ENTIRE ACT HR. HOUR W.H. WATER HEATER Z to BE INSTALLED D PER PER UBC SECTION HORIZ. HORIZOITTAL W R. WATER RESISTANT 14 �� C STD. 47.18 A CRAPE. 47 UBC H.B. HOSE BIBB WD. WOOD I- L' _ I CO i- TENANT WALL @ CLG. 3" 11 SEISMIC BRACING @ ACT j 7 SYMBOLS 3 ABBREVIATI 1 1. All materials and workmanship shall conform to the 1991 Uniform TAX NO. CODE REFERENCE 1994 UNIFORM BLDG CODE TENANT DESIGN IMPORTS INDIA ke�+,.A� Building, Mechanical, and Electrical Codes and Local Codes or THAT PORTION OF GOVERNMENT LOT #1 OF SECTION 35, LOCATION - TUKWILA, WASHINGTON TUKWILA ,% ` most recently adopted edition or adopted Amendments to the TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. IN THE CITY ton State Energy 9Y Code, OF TUKWILA, KING COUNTY, WASHINGTON DESCRIBED AS Washington LAND USE ZONE MF INDUSTRIAL PARK 9 ■I/ Architecture - bnd Planning it 2. Typical details shall apply where no specific details are given. FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SEISMIC ZONE 3 OWNER TRI -LAND CORPORATION •., , \ � SOUTHCE R• " ^" � RENTOid 3, The Contractor shall verify all dimensions, elevations, and SAID GOVERNMENT LOT #1 OF SECTION 35, THENCE CONSTRUCTION TYPE III -N SPRINKLERED `�• '" ' prior rior to construction. N. 87044'08" W. ALONG THE NORTH LINE OF SAID 1325 FOURTH AVENUE, SUITE #1940 Nast GOVERNMENT LOT t A DISTANCE OF 949.49 FEET; OCCUPANCY GROUP B / M SEATTLE, WASHINGTON 98101 �� 4. All dimensions are to take precedence over scale shown on # (206) 624-4494 1 Pn plans, elevations, sections, and details. THENCE S. 01051'39" W. A DISTANCE OF 873.39 FEET N0. OF FLOORS 1 WAREHOUSE + 2 OFFICES ✓ SOU 5. All exit doors io be o P 9 T.I. AREA (PER U.B.C.) ARCHITECT LPN ARCHITECTS & PLANNERS, INC Y or operable from Inside building without keys TO THE TRUE POINT OF BEGINNING, THENCE CONTINUING - MALL special knowledge. Y Northwest NORTH MARGIN OF S. 180TH ST; THENCE S. 87d50'09" E. WAREHOUSE 41,004 S.F. 1201 FOURTH AVE S. SUITE 102 , Royce A. Berg, A.I.A. 6. Owner and Contractor to determine extent of tenant improvement ALONG SAID MARGIN A DISTANCE OF 2.82 FEET; THENCE SEATTLE, WASHINGTON 98134 1201- 4th Ave. S., Ste 200 work as related to shell construction where not specifically OFFICE (1ST FLR) 4,658 S.F. LETREE defined on the drawings NORTHEASTERLY ALONG A CURVE TO THE LEFT, THE ( 206 ) 583 -8030 D OUB - Seattle, Washington 98134 7. Walls are to be tiresto ed per UBC Section 2516(f). CENTER OF WHICH BEARS N. 09056'37" W. HAVING A OFFICE (2ND FLR) 2,759 S.F. y • PLAZA (206) 583 -8030 PP P RADIUS OF 270.00 FEET; AN ARC DISTANCE OF 161,21 MEZZANINE STORAGE 1,774 S.F. S4 8. Fire Extinguishers shall be provided per NFPA #10. Hose stations FEET; THROUGH A CENTRAL ANGLE OF 34d12'32" TO A TOTAL 50,195 S.F. STRUCTURAL ENGINEERS NORTHWEST a 3 w to be located per local agency requirements. POINT OF REVERSE CURVE; THENCE CONTINUING ALONG ENGINEER 6869 WOODLAWN N.E. - ' x Y I m ¢ � ,.- NO DESCRIPTION DATE THE NORTH MARGIN OF S 180TH ST. ON A CURVE TO SEATTLE, WASHINGTON 98115 S. 01d51'39" W. A DISTANCE OF 412.16 FEET TO THE �� x a (� P Pomero y,I� Vi1695 9. Doors not numbered are existing doors and are to remain. a a 10. All inferior wall covering materials shall be fire resistive or shall THE RIGHT, HAVING A RADIUS OF 330.00 FEET, AN ARC NO. OF OCCUPANT (206) 525 -7560 w ¢ a a: DISTANCE OF 70.70 FEET, THROUGH A CENTRAL ANGLE WAREHOUSE 41,.. .F. = 82 � x •PARKWAY w 81Jl;RGY Kc I'rT`i5 be treated to a fC for i goer to result ins flame spread 004 SF 1 PER 500 S � ,, pia 5 PLAZA >. o , 1411 rating of an least lass s III for general areas, Class 11 for OF 90 FEET; THENCE N. 88 " W. A DISTANCE 4,658 S.F. 1 PER 100 S.F. = 47 - SFJ"' - W O O p 4' exitways, and Class Cl ss 1 for enclosed vertical ex exltways. Deliver OF 2 296.10 .15 FEET; THENEN CE E W. G DISTANCE OFFICE (1ST FLR) 4 MECHANICAL BID DESIGN NCE LC y certificate to the local fire department. OF 196.00 FEET TO THE TRR d08' POINT OF POINT OF BEGINNING. OFFICE (2ND FLR) 2,759 S.F. 1 PER 100 S.F. = 28 ENGINEER �AiSL / 11. All Interior walls attached to suspended ceiling, ystems to meet CONTAINING 71,246 SQ. FT. OR 1,636 ACRES. SUBJECT MEZZANINE (STOR) 1,774 S.F. 1 PER 300 S.F. = 6 Ms O IC4 GGFA' / ✓p z .. - -- the requirements of UBC Section 2309 & UBC - Standard 48.1815. TO AN EASEMENT OVER THE WEST 27 FEET THEROF FOR ELECTRICAL BID DESIGN E� 6 1 w M gN L - 1 cc - L ,; j 12. Penetrations in walls requiring protected openings are to be fire RAILROAD PURPOSES. TOGHETHER WITH THE FOLLOWING TOTAL 50,195 S.F. 163 OCCP. ENGINEER Wi L p1K0 y r9 ORILLA stopped per UBC Section 4304(e). DESCRIBED PARCEL: BEGINNING AT THE NORTHEAST D p$ p y j, S 180th 9 " NOV D o s 13. Penetrations in floors and ceilings requiring protected openings CORNER OF THE ABOVE DESCRIBED PARCEL AND CALLING 0 are to be firestopped per UBC Section 4305(a). IT THE TRUE POINT OF BEGINNING. THENCE S. 01d51'39 EXISTING BUILDING HT. 29' -0" MAX. CONTRACTOR ROY E. DUNHAM Co. C \4Y N • a DM - 14. Wood used in permanent partitions of noncombustible construction W. 290.15 FEET TO THE N. MARGIN OF S. 180TH ST.; PARKING STALLS P.O. BOX 199 gs� LPN Architects & Planners shall have fire retardant treatment per UBC Table 17 -A, note #2. THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT REDMOND, WASHING • 98073 INDUSTRIAL BLDG: 42,778 SF @ 1/1,000 SF = 42.8 THE CENTER WHICH BEARS S. 31052'41" E. HAVING A nr BLDG (206) 885 -2272 15. All equals to be submitted to architect for review prior to OFFICE 7,417 SF ® 2.5/1,000 -SF 25 construction. RADIUS OF 330.00 FEET AN ARC DISTANCE OF 70.51 NO. OF STALLS REQ'D. = 61 VICINITY MAP FEET THROUGH A CENTRAL ANGLE OF 12414'32' TO A PROJECT DATA 16. Bid design work to be reviewed by architect prior to construction. POINT OF COMPOUND CURVE; THENCE ALONG A CURVE NO. OF STALLS PROVIDED = 66 17. Exit corridors to be maintained during construction of each phase. TO THE RIGHT HAVING A RADIUS OF 60.00 FEET AN - SHEET DESCRIPTION ARC DISTANCE OF 44.12 FEET THROU FIT'A CENTRAL IVOTe' , 18. Install sprinklers according to drawings approved by Local Fire ANGLE OF 04030'49 ". THENCE N. 01 1'39" E. 242.99 ( WHEELCH LIFT 014- FILE • COPY DK�Wa DETAILS Marshall. FEET; THENCE N. 88d08'21" W. 104.0 FEET TO THE CAS CON COMt'L`; w M. IT VAC. 2.910 I 0 T -1 DETAILS DATA . .DATA ���OF vED 19, APT) DRAI' = 10 cOIIIJC/ j A"( 41 f;0 f' N, CODS TRUE POINT OF BEGINNING. SITUATED 1 THE CITY OF � I , r d e r , tl omass o nsandapprov U PY D 95 TUKWILA, COUNTY OF KING, STATE OF: 1'NASHINGTON. "pT2, \p , T o T=IN i NS , -T T -2 SITE PLAN BLDG. PLAN 19 �, - ze the 1 non of 15 a 1 T -3 OFFICE PLANS OV /� ui r zecn d- . N s / dnance. R ceP1 of a°n" T -4 SECTIONS, ELEVATIONS � . y ' ` lactoq o plan � � nowled9ed, T -5 REELECFEO CEILING U 0\V 5 - \---- \ it e\ 0 v L 1 5TRUCTUIZAL. 2 � ®G ., Ddld , so o ( f a to / �� �,. 11 5'Z STRUCTURAL OFET UCTURAL on tta File: DAT) 1/e P ermitNo. NOV 0 7 1995 ® - O �, � "1 JOB NO.: 86026 - SHEET NO OF: PERMIT CENTER DATE: 1O40-9$ GENERAL NOTES 12 LEGAL DESCRIPTION 8 CODE DATA 5 CONSULTANTS 4 SHEET INDEX 2 CHECK __'MO DRAWN _ T ^1 . © © 4 0 4 0 7 0 15.'-0' 0 \ � per, \ Q r r - EXIST. EXIT $ t....0.1011,1&. CUT cinr FcFa niCW PR. J ""�� \\ C ADD kle*/ ST4IR5 $ liNUrJG 3.k 1 '' \ \ j E. Rct r.ATE EXIST STPIRS n REM & EXIST. SToRa iT \ PDD RELLXPTW TWJCR pz.. \ Dr. INJ,ipeRS I EXIST, PIKE `\ liji tbsE sTaTorJ. 6 Bo PI ® Z 0 ��� \ e 1- A 1-- (i) Z M s Z co � � � o a EXISTING WAREHOUSE ■ 12'-0" a � 2I ®¢ \ Z ® �j / \ < itn-fl lik ! � P. , ®!\ \ 0 W 11 EXW'1 iNG FIR Hos sTPTG oN Architecture and Planning O • • 'a • • ADO Wow/ PRE•FPea. O C \ STC.IR9 4 RAIUIJG , 85. -0" . v'I�I) I \ 'I PnPomeroy Northwest 87,05706 06 BAIT. ADO lion/ PRE - FAb. STAIRS elks l AN(1 REPI?Ge RUSTE Cd(T•, I D X X Royce A. Berg, A.I.A. Seal- 4th Ave. Ste 200 G fWI DLU PIPE - PAINT � IL A L._ A . I \ (206) 98134 co , ® (206) ) 583 -803-80 30 0 Washington C EX R EXIST. FiFke Host - \ . Pz11'rl fi.pORS L - - - NO DESCRIPTION EXISTING WAREHOUSE g DATE ill $ PERNIr od245 I 0 0 7O ® WI46W ' PEA• T -99 _mi E � \ o EXIST STAIRS @ r LS tl 11 d ,, - IJtW °Price _ JSTAU N E����jTA RS _ $ F k P LIFT NOV U I;yS AIZEa b Ft a2 P B.o t o Re.-STRIP wevi HGP. kPN Archke to & Planners WTI I PARKING '174-1- III 11 ..... � F \ ® : P 2 SITE PLAN O \ BLDG. FLR. PLN NORTH Iiiiil..a s 'Aar PARKIuv 56i..1 \ 233'_0 1111111 - 1 mom IMEMMENE \ P \ V 03 - - - - - - - - - - - - - - - - \ooc U \�I \` ein OP NNWI t?;;PC1 5 flE eTUIQOI IA Pile: DU I : ie- �. NOV 600 0 1995 JOB NO.: 96026 S HEET NO OR ■ PERMIT 0 7 199 DATE: 10 - 18.9 6 T DRAWN: YKC 1 SITE PLAN / BLDG. PLAN 1/16' 1 CHECK: Q . — E 8 O9 10 11 E O 9 10 0 ii Y �1671n1G�VID Z D I 'Cash I O 0 85' -0' y . rLrt•. G,LK4✓�TO +a 2 LL. (J I— — f- cn C9 �vwc JU w'` Z !MINI I C® CO x� cP�ubJGty I ' 11111_ _ id w t�AiblJS • �I�,i 43,2 t3y i r - r .- , a T Q I o 1� I �clr ry _ �` a 0 4 5 a / \\ Y / \ 1 0. OQ ' x 94�GUf 11EW e ` y / FEE I hI r?l�lUfL RF n IFILL °� E i OP J � GS (3� Z to 1--1 l I,G, 47 czrLf.vfaet, 1 6%001- a L11 O to II n il �i� ra, - Q I ccal �p� O 'ti x _ ' 2 ®© ©_ �� OtAria A_ 1.,01711 N oln o N / , ,r 00 ill C t, co GM? Ftr `� r461 ( nip _ a a OX II bcthi d Plannin , :_"____ N 6EE PEKR,00 56VTI1.IGf CZ ' IQQ Leason Pomeroy Northwest A. Vi lT1J6/ 6 .- - trr � "a=. J _ WLAJh'' lo& / I.It` I ,i t, ' FG 1 8201 e 4t B r ge. SI A 200 Or ld V K•L,AI, 04 bkl ( f k ' UP IN �6 r i �.� • erJffEr1 _ Seattle, Washington 98134 2LJAPD 0",ti R0pf � i I (206) 583 -8030 Nr11) )ra -4 , 0L-19 O E LLJE orE♦J I I UJ L , ,if I �` I NO DESCRIPTION DATE vle Ca D 21c1 L TO U HC I 6 C v p < J�U rUT¢Y — u�W 0x8 o 7�UILY�IFL P5anit �Iw� PROVIDE 12-19 I I F — 4) 110 6∎Ib'1'0,61 ili i ; - VL I. Ib n $ up( C-iJr Y RSV. 10195 A i3A !Na l. w�- �} r..� ' 00L � II h ��.r�wT L. T0MP u �u a ,�u * . ,U Vf UNDEK.FLK'. IU'sU.IclF.b , �_� G1n1"� f D �� L ,, 1 Nom ti1kU R' I I __ — A " I © ® I © .E I — _,/ 4 E _ It UcT�'�II" - - � NM 1 • of In 01 n 1 =111 MN . —. NOV 0 695 MIN NMI O _ O _ _ c. LPN Architects &Planners FLOOR PLANS �o r I I � FoG ±ai 10 1 0v X6 1 1 sac d: - 7 t i 2 p 2 21 la l i + K�� 1,101 u�jJ ink f 111 — )` /-___,.. 4)u rzow, w wow y O j 3 „ X-70 (aLk'!o U.•35 1 IrJva'l1d1 4 Alt G.V i TrI- Po2.19 I JJI+'sfE✓2 lw.dJ -norp) K)tfH f),(2,a E If � 'o E P k0 Ur-,.* eo P&G,: , 4 1' 1P j1 1 1.0tV - "' O 'ACV 17 2 Cl'' 2 TOTAL AKEA' 5b0 S.E, REce,vso Alaw �I �� cmr oP Tmcwlu File: DI \T3 , /e” O aU /I U70 A117 GD ZD� - P• GL, - GLEI°Z \ - NOV 0 71895 JOB NO: 86026 SHEET NO OF ` / � Y � � PERMIT CENTER DATE: 10 -10.86 DRAWN: 'MC T -3 SECOND FLOOR PLAN 1/8" 2 FIRST FLR. OFFICE PLAN 1/8" 1 CHECK: AEl. / ADJUSTABLE SHELF PLASTIC LAMINATE SPLASH, COUNTERTOP EDGES. 4" SINK PER MECH. DW:s y orENS WARMS' P LASTIC LAMINATE ° `a n RUBBER BASE waa, Cl : C I I: 3' -0" 5'•o' I' ' 4 . 2 EXISTING R -I9 I 1 CABINET ELEV. 1/4" 2 INSULATION H/C GRAB NEW SUSPENDED ACCOUSTICAL Z CEILING Lt r(°:), BARS SAW CUT OPENING --f- IN PANEL -S EE STRUCTURAL O LL - I.' f' P'LAM TOILET H - U) CD PARTITION v Z S'x4' 1' INSULATED W 1 + ? 0 FLAN W'SCOT — p GLAS DARK BRONZE ® _ 9 L 0 - 04' APP. W/ 2 FRAME 4 BRONZE W co MiL.EDGE GAP 6 - TINTED GLASS > r Q A o s � T.P. DISP d PREFAB. LIFT 7� -0' IIy''_m'IyI, _ j BATT E LATION _ 1 J • I I 1--I / U - . ' (5) TREADS R ESTROOM ELEVATION 1/4" 3 I � i \ .EXISTING I n (0 i- - - L . F 1 < 1' MAX 9 MOW '" 2ND FLR STRUCTURE `\ i i° � U N o u SEM Al MEZZ. _ _ . P'LAM W'SC.OT — . -'-'- -' - ' - - -'-' - - - -._._. _ -_J 11 \ 48'x36' PLATE •4'AFF 0 , GLS. MIRROR NEW SEAT COVER 8' - 4' -6' 9'•6' 6' -0' X DISP„ ttP. C EILIN PEp ACCOUSiICAL Architecture and Planning 7 H /C GRAB NEW EXTENDED CURB riii� I N BARS FURRED VALENCE NEW PAVING 20' -0' / / 1 ,II 4, - DRYWALL i�� 0� Leeson A. Berg, Pomeroy Northwest Royce S 8' - . 10' I INSULATED A.I.A. PLAN II m FRAME d 6RONC DAWK F 1 4th Ave. S., Ste 200 SCALD PROT. 3' -0' S' -0" I W I Seattle, Washington 98134 e p TINTBP GLASS \ (206) 583 -8030 SHEET VINYL 1 fg ( - - -- — FORR WALL gE(OND A COVE BASE 6 LL T MOVE E XISTING NO DESCRIPTION DATE DOCK LEVELERS Suft- NN tJHPT. 16/ZS i EIHBR.GIY RSV. 11 1b 7 1 1c RESTROOM ELEVATION 1/4" 4 z I. TOILET ROOM SHALL PROVIDE 414 INOBSTRUCTED FLOOR INSTALL NEW j it i - -L SPACE CF 81F'fICIANT SIZE TO I1.5GRIBE A CIRCLE WITH A ® 4' SLAB WITH DIAMETER NOT LESS THAN 60- INCHES. THE DOOR IN ANT 1 r 0 4 ®12' O.C. NOV n . . POSITION MAY ENCROUCH INTO THIS SPACE NOT MORE •'" I DOWELED INTO EXISTING SLAB i / 1. LATERAL DISTANCE FROM TIE CENTER LINE Of THE � LP7, P. t c & ?LMeos / 2' REVEAL WATER CLOSET TO THE NEAREST OBSTRUCTION SHALL BE NOT LESS THAN I8 N ON - INCHES O SIDE AND 42- INCHES - - - - - - Y- _ J COMPACTED FILL ON THE OTHER SIDE. OR 120GK X 3. HEIGHT CE WATER CLOSET SHALL BE A MINIMUM CF IT- INCHES - _ `9 AND A MAX1401 CF 19 INCHES. GTE URINAL SHALL BE A HEIGHT OF in 4. GRAB BARB STALL IS. IBE NC HE AT ME BIDE AND AT THE SECTIONS (- = • BACK OP THE WA1ER CLOSET. TOP GE GRAB BAR SHALL NOT LESS THAN 33 -NCHEB AND NOT MORE THAN 36- INCHES ABOVE MAX AND PARALLEL TO TNE FLOOR GRAD BAR LocATED AT SIDE 1 1 1 � - VERIFY EXIST. CONDITIONS � SHALL BE 1401 LESS THAN 42- 6 IN LE1 WITI4 THE FRVE THE CLOSET. GRAS BAR L TED A O " CL .. I \ \\ WATER CLOSET SHALL BE A MNRBa'1 CO 36-INCHES N LENGTH. P 1 ` 5 IR' CONCRETE PANEL - - BEHND THE IUATER OBET GE ED MORE THAN 9- INCHES. ��pV �� •1\S' 1. 4 � c 0.r. SES 0(F - -. 5. A CLEAR SPACE CF NOT LESS THAN 30 x 48" 6HALL BE ''' PROVIDED IN FRONT OF THE LAVATORY. „0. 6. LAVATORY RIM HEIGHT SHALL NOT BE LOCATEDH4HER 3q503,G1 ELEVATION THAN 34- NCHES ABOVE 11.E FLOOR 1. EXPOSED 1401 WATER AND DRAIN PIPES 1R47ER THE SING SHALL ' ECEIVEO BE INSULATED OR $E ==RED c1ry of rulcwlu File; DII \DTL -2 1/2- ® a DOOR E ii-INDIES ANY PROVIDE NOV 0 71995 CLEAR OpNlr� 32- B tIN ANY PDSITia4t JOB NO.:950E5 SHEET NO OF: DRAWN: YKC T-4 ENTRY STAIR 1/4" 6 RESTROOM NOTES 5 WALL SECTION 1/2" 1 PERMIT CENTER CHECK: DATE: RAB TO-26-B6 . ..,. __ Q gD t\ �O Z Z z Z L 1 _ _ W o '� J s - - u — II - -1 • 0 r Q PXEMP7 PAYuWAY -1 i 11 E , —! - II 0 ' ! cc 0 , IrrH11NG X X 11 11 11 11 11 11 1 1 11 11 �' o N J i 11 I 1 < f�l i : 11 1 1 ►1 1— w n �� ►/ 1 1 ® I N 11 i i 11 ►1 11 ! r ► ►1 i l g (LAYER) i _ _ MGLE IUCE, CFIAM V#dJG Architecture and Planning . 11. .. o P TUBE , 1 1 U'I i II 11 E/ i i LI4 HUNG LY(P) ENEY ZEY- �oT�YS i li I PI 1 ' 1 1'1 JiI IF I UIIV . - �' l; .: Planners \\A 9 g ,,, REFL. CEILING 2 - 2'x4' PATHWAY LIGHTS 2 - 2'x4' PATHWAY LIGHTS 1 29 - 2'x4' LIGHTS Et 105 = WATTS/ = SQ.FT. 3045 WATTS 49 - 2'x4' LIGHTS @ 105 WATTS/SO.FT. 5145 WATTS . 2 - 1'x4' LIGHTS @ 70 WATTS SQ.FT, 140 WATTS 5 - 1'x4' LIGHTS @ 70 WATTS SQ.FT. 350 WATTS ,0 , 3185 WATTS 5495 WATTS ,,, c• SECOND FLOOR OFFICE = 2759 SQ.FT, FIRST FLOOR OFFICE = 4658 SO.FT. NOTE. ' ALLOWABLE 1.2 WATTS /SQ.FT. - TOTAL 1.15 WATTS/SQ.FT. ALLOWABLE 1.2 WATTS /SO.FT. - TOTAL 1.18 WATTS /SQ.FT. L PERIMETER LIGHTS AT P41LIGHTED GLASS AREAS TOPE SWITCHED PER ENERGY CODE GA1 2. FINAL LIGHT LOCATIONS TO Pgm IED WITH TENANT PRIOR TO MS110f u File: DII \TS t; a" 15 i.. NOV 0 7 1995 JOB NO.: 06026 I SHE+ NO OF: PERMIT CENTER DATE: 11 -01.08 DRAWN: RAJ —5 REFLECTED CEILING PLAN @ SECOND FLOOR 1/8" 2 REFLECTED CEILING PLAN (4) FIRST FLOOR 1/8" 1 CHECK: GENERAL NOTES THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE I CODE. UNIFORM BUILDING CODE -- 1994 EDITION - ASTM'S LATEST EDITION lai 1=1 LIVE LOADS C-1 EI-1 ROOF 25 PSF WIND 80. MPH, EXPOSURE 0 SEISMIC ZONE 3 v = ZIC W /RW e 0.3.1 %2.75 W/6 - 0.1375W 1' 6" B -1 MEZZANINE LIVE LOAD 50 PSF (reducible) r•_. PARTITIONS 20 PSF I -- — -- FOUNDATION - A ' ASSUMED SOIL BEARING 2000 PSr. THIS VALUE IS TO BE VERIFIED BY A LICENSED SOILS 6" p \ 4 ) ( 5 6 ! 7 1 `7 S (0 II 9 1 /1 �1 t I � I ENGINEER PRIOR TO BEGINNING FDUNDAT ALL WORK THE SITE SHALL BE PREPARED PER -� `_ / ��_� ` / \ \ SOILS ENGINEERS RECOMMENDATIONS. ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF I' -6" BELOW FINISHED GRADE. SLABS AND FOOTINGS SHALL BEAR ON COMPACTED FILL TO 95% MODIFIED PROCTOR -ASTM D -1557 OR UNDISTURBED SOIL- • z o • z - -0 SLABS ON GRADE ry ,- V i 0" ___,2..c- _ 12'- _3' ti 2O' -O' 21' - #L4 HORIZ. 1- -. - THE SLAB ON GRADE FOR THIS PROJECT IS TYPICAL OF OTHER BUILDINGS WITH SIMILAR r. #3 FLOOR LOADING AND SOIL CONDITIONS CONSTRUCTED IN THIS AREA. THE SLAB HAS NOT ^ NOSING BAR __\` BEEN DESIGNED FOR. ANY SPECIFIC LIVE LOAD (INCLUDING CONSTRUCTION LOADS) AND HAS GRADE � --..... es K 5" SLAB v E NF PER S CT B -1 BEEN DETAI REPRESENTATIVE TO MEET LOCAL INDUSTRY STANDARDS FOR SIMILAR BUILDINGS. THE OWNER SEE D F �� - 4 B< n OR HIS lIIARE OF E PRO WHICH MAY ARISE WITH THESE SLABS AND N THESE DRAWING PRIOR TO START OF L EVA &ON C - __ __ -_ - _ _.- __�_ EE ARCH. MOS. . - -- -' - ACCEPTS RESPONSIBILITY OF. ! - - - THE CONTRACTOR SHALL REVIEW WITH HE SOILS ENGINEER THE ON ION LOADING L CONSTRUCTION i 1 1 4 -. .. - - - -` - -- —.— -_.. --- _ . -- ■ BELOW. SHALL TAKE THE E _ THE SLAB AND SOILS 0 0 L I I i C S C OF �' THE SLAB AND SOILS BELOW WILL NOT BEEFFECTED ORDAMAGED CONSTRUCTION • LOADING. #41 0 12"l o%c CS DA AST T A A S REQ IN- PL UIR ED AQ F OR E- C E ACH ON RETE ■ F c = 3000 PSI F R ALL CAST -IN- PLACE - CONCRETE. ULTIMATE STRENGTH DESIGN METHOD ,- ri y 4 ° USED. C ONCRETE MAY BE PROPORTIONED ON THE BASIS OF FIELD EXPERIENCE AND TRIAL ' - n• �, 2• MIN MIXtURES OR BY WATER- CEMENT RATIO AS DESCRIBED IN CODE. SSUBMIT 1T MIX DESIGN AND / �� 11 2'N4 BOT. (,p CLR. IF WATER- CEMENT RATIO METHOD IS USED MAXIMUM • WATER-CEMENT RATIO BY WEIGHT IS 58 FOR NONAIR- ENTRAINED AND 46 FOR AIR- N - ' % i4 O 1220/t BARRIER 8- ENTRAINED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL ' t L EA. WAY BE IN ACCORDANCE WITH THE UBC AND ACI CODE 318. PROPORTION AGGREGATE TO CEMENT - .� , r / F 1 I TO PRODUCE A DENSE WORKABLE MIX WITH 4• MAXIMUM SLUMP WHICH CAN BE PLACED a/ ,I 7 .1 . VAPOR TY P. WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. SEE SPECIFICATIONS FOR 7 ..I r � 1 « ADMIXTURES. PROVIDE 5 %+ 11/2% TOTAL AIR CONTENT FOR CONCRETE EXPOSED TO �/ .'1'`"•4 e FREEZING AND THAWING EXPOSURES. LIMIT WATER- -CEMENT RATIO TO .45 AND USE TYPE V LJ 1, CEMENT WHERE CONCRETE IS EXPOSED TO SOIL CONTAINING WATER SOLUBLE SULFATE IN 1 F191 ` : EXCESS OF .2%. ADD NO WATER AT SITE. WATER REDUCING OR SUPERPLASTICIZING 1 ' < , . L RATIO MIX SPECIFICATIONS I CURING 1 3/4" CHAMFER NT \ A'� I - - - ® MIR 4 ` _ - — V' EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. 8• fit 0-JJ S REINFOR INQ STEEL H.--- c� USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM A615 -78, GRADE 60 (fy= 60,000 psi). LAP CONTINUOUS REINFORCING BARS 48 BAR DIAMETERS 2' -0° X 1 MINIMUM, UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS (2'--0* BEND) FOR ALL E SECTI HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF TION /-�� 1 STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE 11 - - -- - -- -- FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH a STANDARD ACI HOOKS. 3•_6" COVER TO MAIN REINFORCEMENT TO BE. z i •, - - - -- I BOTTOM OF FOOTINGS 3 INCHES • 1:2-#5 FORMED SURFACES..WEATHER & EARTH FACE 1 -1/2 INCHES E N #5 CONT. .,INTERIOR FACE 3/4 INCHES 07 r g' SPECIAL CONDITIONS W I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE 1 - __ SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR il' SHALL. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. v g A) 5" sue ON GRADE . /ss- w1.a.w1.4 INSPECTIONS Z w 1 L. -- -- — a I /". W W M ®CE - z �, INSP ARE TO BE PER UBC CHAPTER 17 AND ARE TO BE BY AN INDEPENDENT TESTING AB. z S2f31NIJI�� FOUNDATION: INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS. X CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED BY CODE, VERIFY SLUMP, I" 1 STRENGTH, AIR CONTENT, PLACEMENT OFCONNECTIONS AND ANCHOR VERIFY : ER REINFORCING: .VERIFY THAT ALL REINFORCING IS PLACED IN ACCORDANCE WITH ] - APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE, GRADE, AND ! • SPACING. IV CONC. EXPANSION & COPY C OF ICAO REPORT FOR ANCHORS OR ADHESIVE SYSTEM USED MUST 6" CO P b ' I WAL4 MASONRY ANCHORS & BE AVAILABLE AT JOB SITE. VERIFY ANCHORS OR ADHES'VE SYSTEM BACK FILL /FREE DRAINING I. O 9 °0L / MV. DRILLED IN DOWELS: INSTALLATION IS IN ACCORDANCE WITH REPORT. I - MATERIAL PER SOILS ENGR.- - & #4 O t jEJ • 16 "o /c H. a -- EO . EC 3 (r.7!)) 3 "o W EEP HOLES 'O 4' -O /c . - °- • TIN. GRADE - -� / ` -.. Y I PER ARCH. 1 IB _ __ I CD �h O 'o /t TOP. -1 - 1 9 !U � (mil - I To 3 -M4 CONT. 1 � 6 r I ■ SEE EAST ,..{�. __ -- ___ _. - _ - - -. IYP.. i -.. t ELLVATION 6N -- - ' tl - "" �� /�\ - 1 u Ili'i - L 1 -{j _ b [, V -� 90 T 5" SLAB ON GRADE w /6x6 -W1.4 W 4 :� #4 I® 16 O yy L SECTION B-1 t CH z z 1- - N' W W.M. O Is! 4' -0 O P ER AR 1 + 1 SHORE THIS WALL 3 1 2 -#5 CONT. 3 UNTIL SLAB ON GRADE Q , W r---- _ _ _ 3 = 1 - D. _ . ) HOLD HAS REACHED 28 DAY _ r ur DESIGN. CRITERIA i" CONC. STRENGTH. W / f T�� � i ACTIVE FLUID PRESSURE }Spcf } 1 ° CI R - W 3 j I IJ d I / 1 D PASSIVE PRESSURE = 200pG // " 6 C P WALL w /a4 - 0 > .e SURCHARGE = 100psf _1 � .1. _ Li I A 1 COIF. OF FRICTION = 0.35 BACK FILL /FREE DRAIN O 16 "o /c V 5 1 C -1 MATERIAL PER SOILS ENGR:- ALT. VERT. HOOKS. 8. Cr/ ®s[ 5" SLAB ON GRADE �• & #4 O 16 "o /c H RE . I __ '^ INF. PER SECT . 13 -1 . -' LJ SLOPE PER ARCH. B 1 I ■ \�i, - /� , , i o J 6" P.C. PNL PER SECT. 3"o WEEP HOLES ® 4' -0 "o /c ,. EO EO q � \ s � N 1— - �� " EXI ST. CONE. FTG. - -- �� 1 o C_' 6 -1 ALT. VERT. REINF. eQ p Q (n7 rr ,/� I} HOOKS. (- FIN GRADE i P I �9 z �J L I I U7 PER SECT. B -1 \' _ _ W w (( D-1 - PER R PER ARCH ..7... N �V N W ((� Imo- ...,.. I . 1000. _____ . . ® I I III I OAN OMYSVO H 1� W „.:, 1 - C OF TUKWILA JOB N J 950/7000 s 4 Mh CON1 NOV 0 7 1995 -- 3 - #4 CONT. - 1- BO ENOIN FR H.AP E � SEE SOUTH_ PERMIT CENTER -_ -- ._ -. -.- .._._ /1- L ELEVA •N ON , _° / L I I GRID 9 { I Il � _ . .I"a °�, --j rRAAN 2r,- `i ® 1 - III ' � -- h 11 - -- --- -- -_ l ol o le L' d PI 9 l ®j DATE. 11-7-95 BUILDING PLAN o ED 6 ED Q ! 6 , D ND NDTI - , z'h -67 L' - NOV 0 . 1995 1s z, -s _:' 1) VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS. NOTIFI ENGINEERS -- - - - - -.-+ - - -`” a EXIST. CONDITIONS ARE NOT AS SHOWN ON DRWGS. ) NORTHWEST' IF r C SECTION � 'N Ar�hlteCtS &PIBIIBB(S ) TOP OF S ()F 2) ALL SAD IS REF DATUM [OS_E E C� SECTION D - - S � • 'Y y FP1 "rr mmanacuml ..�Wn^AMps . ._- i . 3' -6 20' - 6" 20' -C" 21•._p•' 1 1 __ -_ . t __ . i IS' -0" 20' -U 20' - 10.-0" .- A- -._ - -. .. . h- .__ -_ _._ -. _. .._ _ (3 W -COT OPENING _i— ..- � _.. .... NO -- PILASTER TIP PCS CONN. TYP. 00 NOT OVER- CUT HIS / (} j t ('I � A 1 I. 13_7. iv • i t. , 1 ' c i 6 r V2 I lo iK - 7 Le TEXIST. GRID TO -.. C • PLYWOOD ® NEW SAW- Q8 2 OP OF I %151 '.0 PNI. 0 PNI - EXIST_ 1 J - - .'? PS "(^ _ MEZZANINE VFY. GRID (Iz 1 - -- t — • ONN Q4 t 0 o/c T T'P \ TM ` ' I R i i / Icx • �� OUT OP \ y I I SECTION A-2 1 \ LlmBae i _. W I - 1 I — - 1 -G P v NEW T- 2 , EXIST. OPENINGS BELOW - q 3 C EXIST P. PNI S, - -/ `aW U OPENING MEZZ. TYP. EXIST 5; P.C. PNLS - -- - V \ - ' - �— Z. TYP . u .N 'o � EAST ELEVATION ON GRID \ TYP. EAST ELEVATION ON GRID © , ,, ,,�, ' �y pV 1 'Y4rC . NOES' 6 = 1•._0" II J ,IEW 1 : 4 ROM INCERIOR ) iERI�� AL [ Mk NS.' 2. ) VIEW IS FROM INTERIOR. " I , / __ 2.J ALIGN EDGES OF NEW SAWCUT OPENINGS w /EDGES OF EXIST. TRUCK DOOR OPENINGS BELOW. EXIST. P.C. PNL. JOINT - •/ NEW 8' -U Wx4' -D'Hl. SAW-CUT. \ 3. VERIFY ALL DIMENSIONS. -� /- — c \ \ D \ ( L -� 4.) EXISTING ROUGH OPENINGS DENOTED ' - _ OPENING. 00 NOT OVER CUT CORNERS PER SECT. A -2, TYP. , � #4x2' -b 18" o/c g TYP. PERIMETER A, OE PITT . . U.N.O. HIT / / p 58' ("' 40' -C C -100 Alg NESNE - --- - Q #4 0 16 /c EMBED 6 MIN. w/ / / m SPECIAL INSPECTION. / ! h Gx EA . WAY / a 0' J7' ( 9' ) 5' -0 TYP _ NOTE: - , . .. _____ 5 NLN b - - -. -.. .. A _- _. - -._ f _._ ;___ - 1/4 PDXY DOWEL 6 "o /� -- \ oI.J DO NOT CUT EXIST re REB AR IN P.C. PANELS EXIST. 5 }" P C. PANEL E— I.'2] 3 .n 0 1 - - - -- _ TY P.— - SAWU OPENINGS " ` I U \ � LOCATE EXIST. RFBAR IN P.C. U7 (6 (A(k5 I- -_- (I '¢ 1 - w R.O 1x15 SLAB l`fi y- o PANEL PRIOR TO DRILLING & c2] \ / 1. N < I 10 - - " 1 EXIST P C PNL CONN. \ FABRICATING CONNECTION. Y 1 r ! E, hx. -/� 1 I / : i e %rsl .' .c PNL. j A a -- l — 7 1 _ .. - — _� ✓- .. p 1 - -�- ,(I I __ ill I& I I ✓ P _ ',E\ W.. .y i , O P.c. PNL- `— / , ' � )LNG : CNN's. EXI57. TRIM L3x3 GRILL 1 I - 1 /� THROUGH AS REO'D FOR _..., I 1 .1 (c To <f.� x �'NG _� �_ DOWELS TYP.. ., - I d Q \ ; I I I •n I / EXST N3 4.7:D S WI 0 IXIS1 I� I ` I J / 9 FE o /c TIES - - 3 Y '' q 08 0D 0 ! • 1 FT�� RN11/l�fl MEZZANNT VEY. -_ - . ,. DOS' 17 ' 1 2 - J. .> .. . " / I /- 3 • > L/ / IInP \TMP 1 y / /. �.P Sl - r EO �I I EO l l I ll I / / �o . .- \ �1_�t4i.. / / I .:. / / I F , - I to I 24 R" • 011 �GI� 1C � _- 4 ii I1 -- 1 • - z x } T w/4 � m -` i L T ®• I' VERT I 4' -- H 9 I I E 1 1 ' `EXIST. 6" CONG. DOCK GA EMBED 3 DO NOT CUT } Q E %1ST. 5 P.C. PANEL LEVELER PIT. WALLS & 1X151'. 4 -/J6 VERT HILTI K IK B EXIST. REBAR IN P.C. PNL. C 11 ` SLAB. EA FACE �x !- �- EXIST w rnu '07 P /k �L R m..•. _...� G - -_ R I 14 L (-1 " °'° `AW ^` SOUTH ELEVATION ON GRID @ -_ - — 64182, p - o VIEW 1 ROM NIFRIOR SECTION B -2 VERIFY „ DIM.NSDaS SECTION C -2 S / EXISI INC, RO,IGB OPf N NGS DENOTED - - \ c . ) @ MIN � .7 1 [L_ - -1 Z AD 1 ROW 14 ® 4"n , cnIsJ CO - ✓ EA D 0208 57420 3 / 1:717 PER r 0 IME TER 1Y' - . -ADD S'MPSO 506224 - - >r r < ' -ob /c O .. �� CD 0 4X51. 4 8 LOGE , ALGN /f7YW000 ADD 108 COMMON ® _ — 1 "m ABO T DJ - 1x151 12 " 1 4 "0 - ® PLYWOOD EXIST. 4,14 LEDGER / -- V:1 -- EXIST. 1i" T & G PLYWOOD ADD SI N /37 0 4 a/. i / PLYWOOD I JOINTS :XIS \ E0 ES TO BLKG BELOW # "m A.B01-TS ® 12 o/ ALL STRAP �1-J1 - - - -- / 1 PRIOR TO INSTALLING �E %ISi. 4x14 DFbt ® 24 "o /c \ / SIMPSON ST6224 f LL _ A ,r STRAPS 1JiJ �� —� v > >.> .� AU w (L T20B J J •,...-1, 1 , z �1 ° w • - AD 01-#7 EA #LI_ 4x14 08111 P _ - il V \ 3�� \ ; (,•••_[, � CO BI. BELOW STRAP 4 i!o /c I pt � . I V/ -. — 1 '1N J 0 0.08000 101610. I `�'< ,\V %' ' { — ^� IYP. 1 - -.4DD SIMPSON LTj208 STRAP . E - E . 3 ' � ! ,_ � V , XIS S ' P C PNL ,, I `,.. ® 4' -0"0/6 w/T m O \t Z O 0 1800 c, Lr ql BcHG w /SPC BIIINSPBED 3 MIN.. N G \J \5 \6N 'i o Z �J� I� LO �J _ l I I �' EXIST. 12 }x33 GLB- �� " ' I.- �� a) 1 -- - Sn1PSON Ir20B STRAP \� -� 7/ BII EIMFD 19 I 0IIY08 TUKWIL4 ,0E3 NO . 95013000 3 NSF NOV 0 71995 JD PERMIT CENTER 1 NC INEEV .1 0 P SECTION D -2 SECTION _E 2 DRAWN. 6 a-- L'sduv u < 0 "__:. ` GATE NOV 0 . 1595 EE 60- L PN Architects & Planners g '° S 2 OE