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Permit B94-0135 - BEST PRODUCTS
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. B94 -0135 Best Products 240 Andover Park West RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 30 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. City of Tukwila DEVELOPER'S P. OJECT WARRANTY REQUEST FORM �y :;.:fir'`': :5i <: ":f::.;::;•:: • /��Y(� \(� \) /��) (�]r.�-, (�)y t':4::: : :• >i:•: '.•> :: !Li <j >: •O >�Y: �.IMM.i��;j•� ��"��: �� ����: �'. �� .�.:'.:r:i���:r�.�'.::•:•.:iTi �::,v,'nJ: :,u :;!t NAME OF DEVELOPMENT. ,., ,„,. larsoi ., CO. '--- • a t' Or - DATE: if DEVELOPMENT ADDRESS: I, S C7 " L " G , -- PERMIT NO.: e l4--01,3c is CASH ASSIGNMENT NAME: ., i ' . G(. 6_,f_ Sr • Cr.D D. TEL. NO. C7-%,) 6Z4 �- BY MAILING TO: /1 O� AU�i A" \,G ADDRESS: �lll (please print) CITY/STATE ZIP A iii .- j- C(b ` 9 DES CRIPTiON OF ITEMS TO BE COMPLETED (REFERENCE / n PLANS/DOCUMENTS WHERE ITEMS ARE DESCRIBED): ` 3 —il*v1 \ "'1 � ()v- -. @ ..- L./A- G f_ ... ..1;2..1,--, a , I l ... - .%CIA '^ JUNK. I .a C t. AL. f f� ` ' As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ (.p2 1r ($150% of value to complete work described above) and attach supporting documentation for v Iue of work. I will have this work carried out and call for a final inspection by this date: ( Z.. /1 ' ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower, If I fail to catty out the work, I hereby authorize completion of the above deficiencies. I further agree to complete release of these funds. SIGNED:,l, r the City to go onto the property to carry out ail work listed above prior to requesting inspection and '� ,.. �--_ ; t TITLE: } � "( 1� hQ/ e- --- .C. S.A.* "."". .. "_......ASif "'.Smw.a.i }a.S.m • Y.A'' .... ............v.. t SIGNED: THIS FUND IS AUTHORIZED TO BE ACCEPTED. - ice AMOUNT: *6 CASH 0 CASH EQUIVALENT DEPARTMENT HEAD: II a V 11 1. DEPOSITED THiS DATE: �Z CITY RECEIPT NO, 1) )W ',..{,rF'A,0 .Y.<44. •", •.xf*<a:M RECEIVED BY: ± hur>o.c>.�,.r•.,:'u.;an. !.•p�M >,r ,a >:a•tt< .c>.;o.;., •••••••.'"'",:r"":"‘?".., ..,. ,.r.r....,.,..o'n Y:.,:m"> fir. ,y.:;!::�•. .::n.......,. p: 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPER'S REPRESENTATIVE: All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent. DATE: >be coh1plere �i:'fh };<.Oif;i_ >:0; 0>h,C<d%<00VA«JCMri.:Y AX• <06.•H'•VS >'ri. I have reviewed the above work and found it acceptable and therefore authorize t :' release! of the above cash assignment. AUTHORIZED BY: DEPARTMENT: p) H,:: C:+ R< w: si< KLiWY> f.<.' n.: i•>:: Y> N.<:!• i• Yir> ti< iS Li: i:. M4>: 4:!< il• iR. iCrM4! Zi• i( NOO:, W: 9.!" aw:: V:. iwiC< H:>"• 4.• v' 1. 13>: 4 .T:.C:iJ4 >:4>i:<if,�•.La:VR4Ta. :n,' >i \q,L %�•i wi<.:<4 >i >T>Y,�•+: <:::::N: to b comptote AMOUNT: CASH EQUIVALENT — LETTER AUTHORIZING RELEASE RELEASED THiS DATE: CASH CiTY CHECK NO. RELEASED BY: .N9.4.4.04.400 •• .. 4]OdOtt<to>riAAY.Ot..0.<•.... 000 .<4..W.,• 4io'NiK...040'4.00W '00%,Cpi Upon completion through Section 2, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD , FINANCE DEPT. ..,X.X.,.. 400000.0.0.4 4024X.VV., ' Vjb00«K,«W«4>C<+V4W. \kT%.](JNOr �p,� \N4i0; t<J>,ti�MY�kRK<:<:tvµ(' Upon completion of ontire form, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD OW1sroo CO 777-177. / CERTIFICATE OF OCCUPANCY CITY OF TUKWILA .6300 SOUTHCENTER BOULEVARD, SUITE 100 TUKWILA, yWMINGTO,N 98188 EXiSTINB WAREHOUSE TO R&ArL-4i.t::,.''',,: 1, , ., •7 V I I , i 4 -, ... •,;„ ■ 4;....4 ,..'% ; ,I . 1 , \ ILO '..:,OFFIl.TIAL TE TIED-22-95 WED 09: E AWAY. CPA 206 372 7706 P.01 (kik. OAST PLASTERING INC. February 22, 1995 W. G. Clark Construction Co. 408 Aurora Avenue North Seattle, WA. 98109 re: Best Showroom at Southceoter Attn. Steve: This letter is to confirm additional work that is required to be completed at the Best Showxoom/Future Shop location. There is an area approximately 8 feet by 8 feet which will cost the Owner /General Contractor $416.00 for Coast .Plastering, Inc. to complete. Please give me a call at 953 -0697 if you have any questions. Regards, Michael L. Hathaway Vice President 0350 6th Avenue South, Seattle, Washington 98108 -8436 • Office (208) 783 -6899 FAX (206) 783 -6948 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM (206) 431 -3670 roe ' s f' -pp. 0,4U ists 7fa(fl r Ad 0 3_. i w l Special structions: Date Wanted: .- 2- 76 am. p.m. Requester: Phone No.: , !,,.. / — 7 1 %.() ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: C-ruc G 0 C.-) Ciiek' PC:‹ g 60e-Fc (,kA /1NTY OK:, 610.24N i Y o r ie C -7Oiv> 0), J� /M �,"AJere rr ..r.- ) Pc_ S Pv nil Pore c(K?Z _A-77-4 (PLC (?7?C o lz(G!'nfxi C AP-rat CoM Pf,Cf?f/'(c oPf-( e ) Inspector: Date; ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. tf _rau .:fs r s2.7.1 City of Tukwila DEVELOPER'S P1► yOJECT WARRANTY REQUEST FORM r erg Ecno r ` uih rtz NAME OF DEVELOPMENT: r'1 DEVELOPMENT ADDRESS: 2, CASH ASSIGNMENT SHALL BE REFUNDED BY MAILING TO: (please print) • RV- i dDATE: 2_ J(,(, PERMIT NO.: 11(c R0111 TEL. NO. ADDRESS: 40t, AkI2P ./ CITY/STATE/ZIP DESCRIPTIO OF ITEMS TO BE COMP ED (_1 ERENC i.► J� u h.. &Ai G: 1 u: 1 r c tt'Ji \ cbtggo � 1 !�. �. � AIL - CGS I 14 C R lGP,v s"Z.. As the o' wrier, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ (moo ($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: ( Z / 2 e' jjj,'5 ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. 111 fail 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 funds. SIGNED: rc Sly 11" 1.4air TITLE: P2,0,.11� SECTION 1(to: SIGNED: AMOUNT: CASH cssm � Mite 'et 4. nk`/.v linulalLaidadie„)1 1111111111111. DEPARTMENT HEAD: "A �, Y — _ Y tea, per' CASH EQUIVALENT DEPOSITED IS a A i? 2( CiTY RECEIPT NO. 02 RECEIVED By SECTION 3 (to be completed bit developer) All work Identified in Section 1 of this form has now been completed 72 HOUR NOTIFICATION FOR and returned to department which authorized warranty. I hereby INSPECTION AND RELEASE OF FUNDS request Ins ction and release of my cash/cash equivalent. Cmvs►sttsry oat-tesr• .Ut.. t DEVELOPERS REPRESENTATIVE \j, �ZC i� l ��� DATE: `.rr1 ice, completed by City staff) :; I have reviews the above work and found it acceptable and therefore authorize the release of the above cash assignment. CHECKED BY: AUTHORIZED BY: DEPARTMENT: SECTION 4 (to bit Completed by a AMOUNT: CASH EQUIVALENT - LETTER AUTHORIZING RELEASE CASH CITY CHECK NO. RELEASED THIS DATE: RELEASED BY: 4 , FINANCE DEPT. Upon completion through Section 2, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCD Upon completion of entire form, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCD 0W13i90 City of 7lctkwil�. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B94 -0135 Type: B -BUILD Category: ACOM Address: 240 ANDOVER PK W Location: Parcel #: 022310 -0070 Zoning: CM Type Const: III -N Gas /Elec: Wetlands: Water: N/A Contractor License No.: WGCLAC *370N0 Status: ISSUED Issued: 09/20/1994 Expires: 03/19/1995 Suite: Type of Occupancy: STORE Slopes: N Sewer: N/A TENANT BEST PRODUCTS 240 ANDOVER PK W, TUKWILA, WA 98188 OWNER ANDOVER ASSOCIATES C/0 THOMAS YEDOR, 1100 OLIVE WAY, SEATTLE WA 98101 CONTACT HOWARD TURNER Phone: 206 365 -7431 18420 24TH PLACE N.E., SEATTLE, WA 98155 CONTRACTOR W G CLARK CONSTRUCTION CO. Phone: 206 624 -5244 408 AURORA AVENUE NORTH, SEATTLE, WA 98109 ******************************************** * * * * * * * * * * * * * * * ** * * * * * * * * * * * * ** Permit Description: CONVERT EXISTING WAREHOUSE TO RETAIL USE. SETBACKS .0 Back: .0 Right: Units: 001 Buildings: 001 Fire Protection: SPRINKLERED UBC Edition: 1991 Front: Left: .0 .0 Valuation: 1,000,000.00 Total Permit Fee: 5,844.68 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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 thi building permit. Signature • _ ,. ti Date: __q/-9/ Print Name: "°--SO.yv`Cr0 tAX2INV C Title■S:uplt 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. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. CITY OF TUKWIL�„ Department of Ca . nunity Development — Permit Cent 6L4 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER 69 LI- am PROJECT NAME SITE ADDRESS �5-r Pr mac] u rk5 SUITE NO. INSTRUCTIONS TO STAFF • 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. • 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. DEPARTMENT BUILDING -` initial review DATE >: ;DATE::: PPROVE QUIREMENT MMETS 3-3(-gq FIRE - PLANNING 1 (M CONSULTANT: Date Sent - u- (CST Date Approved - q— 19. -JROUTED) clY INIT: FIRE PROTECTION: Sprinklers • Detectors 7N /A FIRE DEPT. LETTER DATED: 7 ZONING: INSPECTOR: 92, BAR/LAND USE CONDITIONS? Yes INIT: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- s- E- PUBLIC WORKS 0 OTHER 2/eV/Pi /9i UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: (Yes ( N BUILDING - final review ki BUILDING OFFICIAL 4/\ INIT: 'A V\ INIT: i01( INIT: tAbC TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? Yes 0 No UBC EDITION (year): Ictc( J REVIEW COMPLETED AMOUNT O WING: $.35L114-CO CONTACTED • r eft , • av2c DATE NOTIFIED n BY: (init.)� 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) 01/08/93 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 BUILDIf PERMIT APPLICATION (206) 431 -3670 Gr — o 3 PLAN CHECK NUMBER �C DESCRIPTION BUILDING PERMIT:FEE PLAN CHECK 'FEE : : BUILDING SURCHARGE DATE OTHER: TOTAL SITE ADDRESS �,� SUITE # VALUE OF CONSTRUCTION - $ I' 7 tC PROJECT NAME/TENANT ' -C qe -OlItm Q- wo0 5t_ ASSESSOR ACCOUNT # 02 'Z'31c, 0070 (commercial) (.] emoliti n (building) 0 Other: �i bt TYPE OF(ID New Building 0 Addition • Tenant Improvement WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: U-1 33t- TO OM, C�11,,Mgal n.J F( 1 Lt-1160,320t- BUILDING USE (office, warehouse, etc.) 12► ri3'1 L NATURE OF BUSINESS: e1rAIL WILL THERE BE A CHANGE IN USE? 0 No (`Yes If Yes, new building requirements may need to be met. Please explain: ICI i Area of Construction: .041 t4 SQUARE FOOTAGE - Building: 64.1 /..4 Tenant Spacst5m WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 'I No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: S.rinklers (I Automatic Fire Alarm S stem PROPERTY OWNER &tQ...wsties. PHONE ADDRESS 4C0 ID-CPA-VOA— �Cu�c3j(f j `Y °�� ZIP CONTRACTOR 0-6—r _ ) �, C ` ``--1 PHONE ZIP ADDRESS .� WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT 1 .4\ (Q ,� �jy 1 . PHONE $(o5 -14'3 ,1( ADDRESS ‘ [be( ZO , 4:3 . 1'l.. t ZIPC 99 I •HEREBY.CERTIFY.THAT.I'HAVE READ.AND :EXAMINED THIS;.APP.LICATION'AND ::.KNOW;: BE TRUE •AND •:CORRECT, AND BUILDING OWNER OR AUTHORIZED AGENT THE SAME T 1 AM AUTHORIZ � 0 APPLY FOR 'THIS'PERMIt DATE ' J (31 /� ',( PHONE Sion, 74,3( CONTACT PERSON PRINT NAME taan ADDRESS b4 20 'Z1�1 CITY2I P -7U_ (� j PHONE L� 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 applicant 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 SUBMITTAL CHECKLIST COMMERCIAL NEW COMMERCIAL BUILDINGS/ADDITIONS rgCompleted building permit application (one for each structure) Assessor Account Number ..; '.* • .••• ' ..• • • • . . . Two Sots (2) of the following; . •.• • . Specifications klyr MStructural calculations stamped by a Waihington State licerised engineer • • • .• . ••• • . riS report star by Washineton.Si.9.ta liCe.nsed igirie r •;,:., • .1Vr( Preft r,N Topographical survey .. . . Energy calculations stamped by a Washington Statolicansod engineer or architect •:. ::;". .; • . . . : " • Legal description • Working drawings; stamped by a Washington State licensed architect, which .;.: Site Plan • • '• • ▪ Architectural .drawtngs.•:. •-• .• Structural drawings •-• ::.• , • Mechanical drawing ; ••••••••:::::•••: • : ••••••:: •• , : • :•• • Civil drawings' ; • • .• •: •• .:••:: . ZI'Completed uolity..•peroi:iappliclaticiri,..:(orietor'.intite Project) .1:11Six (6) sets of civil drawings NOTE:' See, Utilityperinit:applicatiori and Checklist for specific utiIity submittal tequirements. • •:: : . • • ::, RACK STORAGE • . ...• .• . :•., : 1X Completed building permit applica tion • ASSOSSOr Account Number . • .• •• .• Two (2) sets of plans, which include: Building floor plan showing: • • ... • • ; ' • Entire space where racks will belocated • • Exit doors . • Dimensions of all aisles XTenant space floor plan showing rack storage layout, aisles and • •• . . • • . • NOTE: Include dimensions of racks (height, width and longth), aisles and exit ways on plan. • . . : • . ; • Structural calculations stamped by a Washington State licensed 's engineer (rack storage 8 and over)... ' ..• •'; RESIDENTIAL NEW SINGLE-FAMILY DWELLINGS/ADDITIONS F--1 Completed building permit application (one for each structure) " . COMMERCIAL TENANT IMPROVEMENTS Completed building permit application' (one:icit each structure or tenant) •, :•; ;• • '•• • . : As sesso r Account Number ... . Two (2) Sets of constructien"PlanS;' Which ineludo ••••••• ;.: : . •• • • • proposed parking :::•••■.LandScape Plan . • : '• '••• ::•• Overall building plan • • :;:":••; • ;:; . . . • • " .:•:".......-..:4,TenantliPCatJon•:.„.....„....:...... . ......: ..•••• . :•,:.:::. . '....:::.:::::';':: ' : ..:...'..... .• . '..: • .,„......:::::,:::.„: -.....:,',.•;:::•.,,I.:::::,,..;'•:•:' . ::::::.•:" • •••••:::••••:::::::::::::;:"..::::::::::::;:. ••:•:::.•:..USe.'Of adjacent (common Wa ...,.,.. . •::::.Overall dimeriSiona0fbUlicl !)9;?..r,4?...1:!.....f.,....,.t..:0,...e.....,,:::::::::::..U.,:::',1::::;:...:... ... :: ,:il Floci....r,.Pian'Of:::Pr °s.....eci.....:!..:Pr11!..i:"...!"...ea;00rii:":"•;•?a..".1;)%).:;•ic.•ed:,::::•..;::::..:..:„...*:::::"...::"..;:.:.,,:::::•.:•......:::-„::::::::::„.:..:•...7,•::...,:::..i ...:Tenant•Pace..Olan..wit .4PF...9f'9...::::.....,..::.:::-:::::_.,.,::,•:....:.......,...,...:.:,..,:,,,..:::::::::: .i.,,,.. . ....-:.:..:: • ...:::::.::.,•••E f'deark'egresaiPatierni;•.:.:.:;::::::-::i,,,':..:..i:,,...::::.:.?,::,:,.- ,::::...;:::::::-..;•:::.•: ::"":•."•:;•••:'7;' :',.'..."••••;...:::";....:-:-..::':;::::.:.::::::::."•:::!!::,7wa117:::....:.:17 de molished ponsiiuctidei.,.detaii,.:::::,:...::.:. .:........ . .... sections shOWingwall construction and method •:attachment for floor'and Structuralcalculations:stamped..by:a.,Washington:$tate:lidensed•::::::::':::. enginoer may.:be:required if structUral wprk Is to be done (2 sets) Legal description' Assessor Account Number • : . • " • ' . • Two .sots (2) of working drawings, whiCh • • • Site plan (On plan, show closest hydrant Foundation plan . Inc.kideaccess to bulldng,Showlog:,::.:: Floor ,plan • : :•• •:.• ": • :••••' width and length at , Roof plan • • ; • Building elevations (all views) • • .• Building cross-section: • • Structural framing plans • • • . ..; ; •.' L 'Washington-State; Energy • . . .. . Completed utility permit application . .• '...• • : • ••••••"":':'•:'•:::;::::;" • Six (6) sots of site pians showing utiltties . . NOTE Buliding siteplan113nd ufility Site plan May :be cdnibined. Sae • utility: perinit application and checklist • Additional .tO reO ical and soils in for Matior.MaYbi3:re d .untque . .•••••. • • • • iitilityWoric ...... done;SUI*nit:Soparatif.titility,perml application • • • • •• • . :;; .. • . • . • •••••:'," . . . . . . REROOF •• . , . ... .. Completed buliding permlt applicatlon (one for each structure) •AisesSOr.ACcOint, ..................................................................... NOTE A certification lettor:IA 'required off Of the' ... : .. . .• :ANTENNA/SATELLITE DISHES •;;::• ..• • Completed building permit application:••••. • :••• . • : TAwsose(270sertAscco.o:n t Nunlber,...• '.::.'• .:::::.".::,.•••••.:,.;*„.......•••:. ... -‘ .. ...- wtii..dish) f plans Which include:...::::::.,...:•,.,.......:.,::,....,.., ..,........ .. . , :: ....... , .• ... • . : , . ...ri. Site Plan (showing building and location of entennalsate t Is antenna/satellite dish and method of attachment :1 I Structural CalcUlations,Starnped by a 'Washington State licensed engineer may be required.......: ... .. : ...:.:. .,.....: i .....- ,. ,,......... :•.. i........, . .: ....:., RESIDENTIAL REMODELS ": • . . • . : 1 Completed building permit application (citie:foreaCh Ti Assessor Account Number „ . . • 7Twci.:(2)"...sets of woricingldraWings, . . i":":••••••••••:' • :: • " . ..1...,..,.......,...':;,...'...:..1.....:,...............„.:;.,...;::....1"...........ii:::7.............:FFRIodcioJdnfi.c..ippailatirron::,..p..1.1a,.......n.:........::::..;,:,....:..i...,1:vi:.. . 6.19::]......:::.s.....:::;..;....::::..,.....................,,,..................::::::::::::,..::,.....::::,.... .... ............... .. ................... ................. ....... .............. .. . ......".". .. •Building:elevatorts..(0... .'. ...........,:::".•.,:,,,,,,....,......., ......................._.. .... • • .......„.....„:•„:.-...... ,.JBuilding crossr.section;:::::.',;:;:::;::::::::::::::::::::::;".:,;: ••• ......;:•;::::::,;•:•:::::':;.,:::::".•:.,:;..;:::::::::.■••••••StructUral..fraMing.plans;;q:::::::::•:;:;•;•„..k::....:.... ‘........,, ..,:e.:::::•.....::::::::::',:,.:::,::::::......::-.-.......-:::::, . . . :::::::::::::::::,....*::::...,:....:.::::::::::::%„.......i.,...:,:..,:,..:.„2:,.: . i.::::,..„..„.... . .... . . . ... .,.........„,...:... NOTE If AnkutilitY:WOrk .is•le:tipi:qorieproico,:.u1111typermit:apillatipn:::,:;::::: ::....:' and PI ari a .m Ust lie SUbMitted:q:::::::•:',;•::::':::.••:::::;.:::::::•::::::::•:::::::::::::::::::::',::::'.t;;.:.:::::..- • '''' :•••..:.:•::'••••:::."1::•;::::::::::•4:::::1:::4;.:ii;;;'. • Completed building permit applicatiOri'(oneife(each structure City of Tuk( :la Central Permit System — Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 AppiIcr # PRE- oat Phone: (206) 433-0179 UTILITY PERMIT APPLICATION Site Address: L_1 O:RM'AT10I�<<. Name of Project: S-T Property Owner: rah _ `�OCit �J Street Address: 240 Engineer: `DVbl�i Street Address: A1-& Svc 1J YD.Y� d -Q1' Phone No.: Cit /State/Zi•: Contractor: Street Address: trd- F— r4�et,:ra LA LA Phone No.: 'Z77 -. 414 City /State/Zip: �+-e -Phone No.: - City /State/Zip: 0 ;i1 3 // 1 ri4A • 111.41ii King Cty Assessor Acct # 123(0 001O Contract PERMITS:;:;::" ><` PS Channelization /Striping /Signing REQUESTED.; <N. Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: Sizes: ❑ Flood Zone Control Cg Hauling Land Altering 1� cubic yards In Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times' Date: Is Sanitary Side Sewer - No.: ar's License #: Date: 7 7Lti loo ❑ Sewer Main Extension ❑ Private ❑ Public i. Storm Drainage It Street Use ❑ Water Main Extension ❑Private ❑ Public Di Water Meter/ Exempt:- No.:1 t Sizes' t " Deduct 1J Water Only I J t Water Meter / Permanent - No.: L Sizes y ❑ Water Meter/ Temporary:- No.: _.__ Sizes• Estimated quantity' Schedule' ❑ Other: WATER METER : '<I Name: I?) 641 ( Q0.c�O�CT Phone No.:�4'- Zak 23(x3 REFUND /BILLING< ? Street Address: �4G0 tCh7 QLAZ5 City /State /Zip: V.ICAAWc .O MONTHLY:. >' r<< Name: BILLINGS`T tt Phone No.: Street Address: rr &Water Sewer Metro Standby City /State/Zip: ', DESCRIPTION' OF;`PRO IEC ❑ Multiple - Family Dwelling No. of Units: ❑ Commercial/Industrial ❑ Hotel ❑ Motel ❑ Single - Family Residential ❑ Duplex ❑ Triplex ❑ Apartments ❑ Condominiums ❑ Church ❑ Hospital ❑ Office ® Retail New Building MISCEL.I ANE0 S: ❑ g GS Remodel/ Square footage of original building space: ,�t boo Footage: �` t CZ Square footage of additional building space: -63- Valuation of work to be done: $('d OpOO ❑ Warehouse ❑ Manufacturing ❑ Other: ❑ School /College /University ❑ Other: INFORMATION;>:::: Square Addition King County Assessor's valuation of existing structures: $ 1 titi-itt; Y .C;tti F1FY .1 AT:I ;HAVE .:READ T.HIS:'APPLICATION.:AND KNOW ::H6'SAME;TO BE;TRUE>AND:CORRECT: : Contact Perso /� A.rin n.rn - • 1 �� �1 I r% Address: 1 ¢Aa0 z4 U Applicant /Authorized, 1 _ IST Agent Signatur -: (.'9 -kJ - Print Name: r W 1194,64-, Date: 3 31 k Phone: iS(05 -1 ek 31 _ Phone:';4 7 3I Date Application Accepted: -3 ) _, c L Date Application Expires: q '50" q / 04/22/92 1 INFORMATION MEMO TO: Mayor Wally Rants FROM: Ross Earnst, Public Works Director DATE: April 11, 1995 SUBJECT: Best Products, 400 Strander Blvd. and 240 Andover Park West Turnover of Street Improvements, Facilities and Easements ISSUE: sqqc, 135 DEVELOPMENT FILE Dedicate 10 -foot street improvement easement and turnover street widening, sidewalk and associated drainage as condition of Best Products Development. BACKGROUND: Conditions were placed on the subject development to provide the following turnover documents: a. Letter of request for turnover from developer ✓b. As -built plans for proposed public facilities ✓ c. List of materials /costs (City format) ,/d. Bill of Sale v e. Signed -off permits v f. Asset Acquisition form ✓g. Street improvements easement with title report and insurance ✓ h. Water System No- Protest Agreement i. Two -Year Maintenance Bond j. 2/22/95 contributions for developer's portion of signal The developer has paid their half of the costs for signalization constructed by M. A. Segale, Inc., by depositing a $49,000 check with M. A. Segale, Inc. (Exhibit J). These facilities have been built and inspected and are now ready for turnover as public infrastructure. ALTERNATIVES: None. RECOMMENDATION: Request Utility Committee to move to 5/8/95 Regular Council Meeting (consent agenda) to authorize Mayor to sign acceptance forms (attached). PF:ad Attachments: 2 acceptance forces Note: Full package of items A through J are available at Public Works. cf: Pat Brodin Joanna Spencer Greg Villanueva Ted Freemire Development File (C: \ MSOFFICE \WINWORD \ALICE \DOC2 FEB 15 ' 7J 11:16-0 I unwlu i i1Ci:r /r'w CITY OF TUKWILA SEWER, WATER AND STORM CAPITAL ASSET ACQUISITION r. id 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: Name: Council Action: (Res. No. ) Date: 2. [ x ] Bill of Sale: Amt. $ 22,144 From: Best Products Co., Inc. Date Z/ 3. [ ] Other: Owner: Best Products Co., Inc. xp ia�n ASSET DESCRIPTION: [ ] WATER See Exhibit A attached 3 SEWER [ x ] STORM [ X ] CURB /GUTTER/ SIDEWALK AND STREET L �^ Z /Z2.45- I certify that to the best of trey knowledge the above information is true and accurate. gna�ure - epar men anager ae I hereby approve the acceptance of the named asset(s) on behalf of the City. Mayor Date Recquired for assets over $25,000 in value: By Council action at the regular meeting (date: above assets were accepted. L'ounci t res en ATTES1: City Clerk Date Date of the Tukwila City Council, the Distribution: ( ) Risk Manager ( ) Maint. Div. I, Utility ( ) City Clerk (ORIGINALS) ( ) Utility'Asset Accounting ( ) Infrastructure Fi 1e 2.00.19 DOCUMENTATION ATTACHED - List: (i.e., Bill of Sale, P.O. Receipt: Drawln4s. "1"11111 L1st, Easements, Agreement, PermitsS ( ) Bill of Sale ( ) List of Materials /Cost ( ) Ordinance /Resolution ( ) Easements ( ) Devel. Agreement ( ) Letter of Recomended ( ') Permits ( ) Drawings ,Acceptance (PROTYPE 7/30/90) BUSH, ROED 8r HITCHINGS, INC. EXHIBIT A STREET IMPROVEMENT EASEMENT DESCRIPTION THAT PORTION OF TRACT 7,'ANDOVER INDUSTRIAL PARK NO 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 71 OF PLATS, PAGES 68 AND 69, RECORDS OF KING COUNTY, WASHINGTON, LYING WITHIN A STRIP OF LAND 10.00 FEET IN WIDTH, THE SOUTHERLY AND WESTERLY LINES OF WHICH ARE COINCIDENT WITH THE SOUTHERLY AND WESTERLY LINES OF SAID TRACT 7 EXCEP THAT PORTION THEREOF LYING NORTHERLY OF A LINE DRAWN PARALLEL WITH THE SOUTH LINE OF 'BAKER BOULEVARD AND 459 FEET SOUTHERLY THEREOF WHEN MEASURED PERPENDICULARLY. SITUATE IN THE CITY OF TUKWILA, KING COUNTY, WASHINGTON. BEST COMPANY WILLIAM A. HICKOX, P.L.S. FEBRUARY 17 , 1995 BRE JOB NO. 93283.03 easement sketch EA9E_4 N T (CORPORATE FORM) The Seattle Fur Exchan•e Inc. do hereby grant and convey to the City of Tukwila, a Municipal Corporation, an easement over and across, upon and underneath, the following described land for ingress and egress and for the purpose of laying, maintaining, and installing catch basin, manhole, storm pipe, curb .,.. .. •II .t said land being described as: See Exhibit A attached IN WITNESS WHEREOF, said corporation has caused this instrument to be executed by its proper officers an a corpo- rate seal to be hereunto affixed this day of 1oi,.t%i Lin l9 ?Jr . The Seattle Fur Exchange, Inc. By 1 / /,�ca -,-,- I'.. (/ By .l Secretary, / - - STATE OF WASHINGTON? ) !9e COUNTY OF KING ) On this Z/1/1 day of - : La.u1. , 19,16 , before me, tho undersigned,, a Notary Public in,'.iand for the State of Washington,. duly commissioned and sworn, personally appeared _ - „ r., and me knows tbe ,t1I %,o of 771.x.,,, cl "L. Per -dertt and --- eu , respectively, .,�I •r '..l . the corporation that executed the foregoing instrument, and 'acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the u�a.a,aad purposes therein mentioned,. and on oath utated that -- P �' authorized to execute the said instrument and that the • seal affixed is the corporate Seal of said corporation. Witness my hand and. official seal hereto affixed the day and year first above written. (/.,Lest..". /L4 t . )1(. NOTARY PUBLIC IN AND/ POR THE STATE OF WA, SHI_ GTON, RESIDING AT � 'COMMIS SIRES 0'9A -4,- 91 Pi-9J= (10:100) 2 BUSH, ROED dz HITCH]NGS, INC. EXHIBIT A STREET LHPROVEMTNT EASEMENT DESCRIPTION THAT PORTION OF TRACT 7, ANDOVER INDUSTRIAL PARK NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 71 OF PLATS, PAGES 68 AND 69, RECORDS OF KING COUNTY, WASHINGTON, LYING WITHIN A STRIP OF LAND 10.00 FEET IN WIDTH, THE SOUTHERLY AND WESTERLY LINES OF WHICH ARE COINCIDENT WITH THE SOUTHERLY AND WESTERLY LINES OF SAID TRACT 7; EXCEPT THAT PORTION THEREOF LYING NORTHERLY OF A LINE DRAWN PARALLEL WITH THE SOUTH LINE OF .BAKER BOULEVARD AND 459 FEET SOUTHERLY THEREOF WHEN MEASURED PERPENDICULARLY. SITUATE IN THE CITY OF TUKWILA, KING COUNTY, WASHINGTON. 2 -11-95 BEST COMPANY WILLIAM A. HICKOX, P.L.S. FEBRUARY 17, 1995 BRH JOB NO. 93283.03 easement sketch c L J:L :d4 .vi :AvduvtJ uv, iou 1Y o, LUJU Best Products Co., Inc. P.O. Box 26303, Richmond, VA 23260 -6303 804/261 -2000 VIA: FACSIMILE (206)431 -3665 February 22, 1995 Mr. Phil Frasier, P.E. Tukwila Public Works Dept. 6300 Southcenter Boulevard Tukwila, WA 98188 RE: Best Products Co., Inc. - Application for Certificate of Occupancy - Certification Regarding Easement in Favor of City of Tukwila, WA Dear Mr, Frasier: This will certify that the property described in the ten foot utility easement which has been granted to the City of Tukwila by The Seattle Fur Exchange, Inc. is included within the property described in the Title Commitment No. 0170042 issued by Western Title Company of Washington as agent for Lawyers Title Insurance Company. A copy of the legal descriptions contained in the easement and the title insurance commitment are attached for your files. We further certify that The Seattle Fur. Exchange, Inc. is the owner of the properties described in the attachments. The legal descriptions were prepared by Bush, Roed & Hitchings, Inc.' Very truly yours, avic'P L. Lingerf .: Director .of...Prope y Administration and Counsel smh BEST ..N1 .: V{fb'V 1v VV, 4.114 1�U, U r, J. • • BUSH, RoED dz i [IT CHINCs, INC ' . EXHIBIT A STREET ' INPROVEiMIT EASENBNT. DESCRIPTION THAT. 'PORTION OF TRACT 7 , ANDOVER .INDUSTRIAL PARK. Nay 2 . ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 71. OF • PLATS, - PAGES 68 AND 63, RECORDS OF KING COUNTY, ,WASHINGTON, LYING -WITHIN' A. STRIP OF LAND 10.00 FEET INWIDTH,.THE.SOUTHERLYAND WESTERLY ' LINES OF WHICH ARE COINCIDENT WITH' THE SOUTHERLY AND WESTERLY LINES OF SAID TRACT 7; ' EXCEPT • THAT PORTION . THEREOF • LYING ' ' NORTHERLY .. OF A 'LINE. DRAWN PARALLEL WITH - THE SMITE LINT OF -BAKER ' BOULEVARD •AND . 459 ' FEET SOUTHERLY tLY TIMED? WHEN MB.ASORED 'PERPENDICULARLY SITUATE IN THE CITY OP TCJKWXLA, KING COUNTY, WASHINGTON.' BEST COMPANY.. WILLIAM A.•SICKOX; P.L.S. FEBRUARY' 17, 1995 BRH JOB NO 93253'.03' .WE'ETERN TITLE COMPANY OF WASHING? —" 3500 - 188th Street Southwest Suite 300' Lynnwood, Washington 98037 (206) 771 -3031 (800) 776 -3021 TO: LAWYERS TITLE INSURANCE 950 E. Paces Ferry Road, Atlanta, Ga 30326 -1145 Attention : Deborah Your Number : Circuit Reference Name: Circuit TITLE ORDER NUMBER; 0170042 .%G, .UiU CORPORATION UNIT: Rick Schell, N.T., 42850 Senior Title Officer Goodman City City / Seattle Fur Exchange, Inc. COMMITMENT SCHEDULE A Commitment Effective Date: February 22, 1994 at 8:00 A.M. ;1. Policy or Policies to be Issued: - Owners Policy - 10/17/92 Extended Coverage Proposed Insured: BEST PRODUCTS CO,, INC. Amount ; $To Follow Premium $To Follow Sales Tax: ¢ .00 .2. The estate or interest in the land described herein and which is covered by this Commitment is a leasehold estate yet to be created from the fee title. °,3. The estate or interest referred to herein is at Date of Commitment vested in: SEATTLE FUR EXCHANGE, INC., a Washington corporation 1 4. The.land referred to in this Commitment is situated in the County of King State of Washington', and is described as follows: That portion of Tract 7, ANDOVER INDUSTRIAL PARK NO. 2, according to the plat thereof recorded in Volume 71 of Plats, Page 68, in King County, Washington, lying Southerly of a line drawn parallel with the South line of Baker Boulevard and 459 feet Southerly thereof when measured perpendicularly. Situate in the County of King, State of Washington, V, .. •.• • v v v • V J: O. c, LUL I i, Ilwyemiiide Insurance t.)_,fribration Home Office -- Richmond, Virginia COMMITMENT FOR TITLE INSURANCE • • LAWYERS.TITLE INSURANCE CORPORATION, a Virginia corporation, herein called the Company, for valuable consideration, hereby commits to Issue Ita policy or policies of title Insurance, as identified In Schedule A in favor of the proposed Insured named In Schedule A. as owner or mortgagee of the estate or Interest covered hereby In the land described or referred to in Schedule A upon payment of the premiums and charges therefor, all subject to the provislone of Schedules A and B and to the Conditions and Stipulations hereof. This Commitment ahall be effective only when the identity of the proposed Insured and the amount of the policy or po: :cies committed forhave been Inserted in Schedule A hereof bythe Company, either atthe time of the issuance of this Commitment or by subsequent endorsement The Commitment is preliminary to the issuance of such policy or policies of title insurance and all liablllty and obligations hereunder shall cease and terminate six(6) months af ter the effective date hereof orwhen the policy or policies committed forahall issue, whichever first occurs, provided that the failure to issue such policy or policies Is not the fault of the Company. Thio Commitment shall not be valid or binding until counterulgned by an authorized officer or agent, IN WITN ESS WHEREOF, the Company has caused this Commitment to be signed and sealed, to become valid when countersigned by an authorized officer or agent of the Company, all In accordance with the By-Lawa. This Commitment Is effective as of the date shown in Schedule A ao "Effective Date." Conditions and Stipulations 1, The term mortgage, when used herein, shall Include deed of trust, trust deed, or other security Instrument 2. If the proposed Insured has or acquires actual knowledge of enydefect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule e hereof; and shall fail to disclose such knowledge to the Company In writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the , extent the Company is prejudiced by failure to so disclose such knowledge, If the proposed insured shall dlecloae such knowledge to the Company or If the Company otherwise acquires actual knowledge of any such defect, lien, encum- brance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from (lability previously Incurred pursuant to paragraph 3 of these Conditions and Stipulations, 3. Liability of the Company under this commitment shall be Countersigned by: Authorized Officer or Agent COPYRIGHT 1966 — AMERICAN LANO TITLE ASSN. 061.1.088-0006 only to the named proposed insured and such parties includ- ed under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon In undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment In no event shall such liability exceed the amount stated in Schedule A or the policy or policies committed for and such liablllty Is subject to the insuring provisions, the Conditions and Stipulations, and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein, 4. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of the Commitment, Ittwyers'tleInsurance erporatton Attest: President Secretary Thle Commitment is Invalid unless Schedules A and a are attached. C r6 L L. ,:z3 J . V : : 111 �:. ✓1 i uVJUViu VV, 11� , WESTERN TITL3 COMPANY OF WASHING;;` -' 3500, - 188th Street Southwest Suite 300' Lynnwood, Washington 98037 (206) 771 -3031 (800) 776 -3021 TO: LAWYERS TITLE INSURANCE 950 E. Paces Ferry Road, Atlanta, Ga 30326 -1145 Attention : Deborah Your Number : Circuit Reference Name: Circuit TITLE ORDER NUMBER: 0170042 i■0, LUG I t, CORPORATION UNIT: Rick Schell, N,E., #2850 Senior Title Officer Goodman City City / Seattle Fur Exchange, Inc. £.L.T.A. COMMITMENT SCEEDULE A Commitment Effective Date: February 22, 1994 at 8:00 A.M. j1. Policy or Policies to be Ieeued: - Owners Policy - 10/17/92 Extended Coverage Proposed Insured: ,BEST PRODUCTS CO., INC. Amount $To Follow Premium : $To Follow Sales Tax: $ .00 '2. The estate or interest in the land described herein and which is covered,by this Commitment is a leasehold estate yet to be created from the fee title. `3. The estate or interest referred to herein is at Date of Commitment vested in: SEATTLE FUR EXCHANGE, INC., a Washington corporation 4. The.land referred to in this Commitment is situated in the County of King State of Washington, and is described as follows: That portion of Tract 7, ANDOVER INDUSTRIAL PARK N0. 2, according to the plat thereof recorded in Volume 71 of Plats, Page 68, in King County, Washington, lying Southerly of a line drawn parallel with the South line of Baker Boulevard and 459 feet Southerly thereof when measured perpendicularly. Situate in the County of King, State of Washington. 1 D. L• i��� u4ri ::J rAUIJUidiJ WESTERN TITLE' COMPANY. OF "PASHINGTON' ALTA Commitment, Page 2' Order No. 0170042 SCHEDULE B I. The following are the requirements to be complied with: INC!, LUG( r, 4 .A. Instruments necessary to create the estate or interest to be insured must be properly executed, delivered and duly filed for record, B. Payment to or for the account of the grantors or mortgagors of the full , .consideration for the estate or interest to be insured, II, Schedule B of the Policy or Policies to be issued (as set forth in Schedule A) will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Compariy, A. Defects, liens, encumbrances, adverse claims or other matters, if any created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value•.of record the estate or interest or mortgage thereon covered by this Commitment. B. GENERAL EXCEPTIONS 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public record. • Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records, 2: Any facts, rights, interests or claims which are not shown by the public records but which could be ascertained by an inspection of the land or which may be asserted by persons in possession thereof. 3. Easements, liens or encumbrances, or claims thereof, which are not shown by the public records. 4. Discrepancies, conflicts, in boundary lines, shortage in area,_ encroachments or any other facts which a correct survey would disclose, and which are not shown by the public records, 5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, ,whether or not the matters excepted under (a), (b) or (c) are shown by the public records. 6. Any lien, or right to a lien, for services, labor or materials theretofore or hereafter furnished, imposed by law and not shown by the public records. 7. Any service, installation, connection, maintenance or construction charges • for sewer, water, electricity or garbage removal. ,):U1.1u WESTERN TITLE COMPANY OF 'SHINGTON. ALTA Commitment, Page 3 ,.., Order No. 0170042 C. SPECIAL EXCEPTIONS u0, LUG 1. Restrictive covenants, easements, building set -back lines, slope rights and railroad right -of -way, as disclosed by Plat of Andover Industrial Park No. 2. 2. Restrictions imposed by instrument recorded on February 28, 1961 under Recording No. 5256443, as modified by Amendment 1'o. l recorded on September 22, 1961 under Recording No. 5332848 and Amendment No, 2 recorded on November 1, 1962 under Recording No. 5500900 and Amendment No, 3 recorded on February 10, 1967 under Recording No. 6138154 and Amendment No. 5 recorded on May 24, 1967 under Recording No. 6180358 and Amendment No. 6 recorded on March 20, 1987 under Recording No. 8703200329. 3. Right of the public to make necessary slopes for cuts or fills upon said premises in the reasonable original grading of streets, avenues, alleys and roads, as dedicated in the Plat. (To be omitted from Forthcoming Lenders Policy.) ' 4. Lien of any real estate excise sales tax upon any sale of said property if unpaid. The subject property is located in the City of Tukwila. The excise tax rate is 1.531 as of January 1, 1992. 5. GENERAL TAXES PAYABLE AFTER FEBRUARY 15TH: THE PXRST HALF TAXES ARE DUE PRIOR TO MAY 1ST; THE SECOND HALF TAXES ARE DUE PRIOR TO NOVEMBER 1ST: Year: 1994 Amount Billed: $47,667.05 Amount Paid: $ 0.00 Amount Due: $47,667.05 Tax Account No.: 022310- 0070 -04 Levy Code: 2390 Value of Land: $1,671,800.00 value of Improvements: $1,883,800.00 Affects: Said premises EXCEPT Union Pacific Railroad operating property right -of -way 6. GENERAL TAXES ON OPERATING PROPERTY OF THE TAXPAYER INCLUDING THIS AND OTHER PROPERTY: TAXPAYER: Union Pacific Corp. TAX ACCOUNT NUMBER: 022310- 0005 -04 ASSESSED VALUATION: $259,000.00 THE AMOUNT IS AVAILABLE FROM THE STATE OF WASHINGTON IN OLYMPIA, AFFECTS: The Union Pacific Railroad operating property right -of -way through said property 7. Unrecorded lease between Frank J. Pupar Jr. and Melba U. Duper, as Lessors and Palmer Supply Co., Inc., as disclosed by Recording No. 9110220867. Unrecorded sublease between Palmer Supply Co. known as Amfac and Seattle Fur Exchange, Inc., as disclosed by instruments recorded under Recording Nos. 9110220871 and 9110220867. The present ownership of the leasehold created by said Lease and other matters affecting the interest of the lessee are not shown herein. i C�, ,. u, .vvN u VVi •1• r u v l 1 .1 V .: v V • v V V, ♦• 1 V WESTERN TITLE COMPANY OF 'SHINGTON ALTA Commitment, Page 4 , Order No. 0170042 9. DEED OF TRUST AND THEREOF: Grantor: Trustee: Beneficiary: Dated: Recorded: Recording No,: 0■, LAG I 0 ADDITIONAL ADVANCES, IF ANY, AND THE TERMS AND CONDITIONS Seattle lour Exchange, Inc., a corporation Chicago Title Insurance Company St. Paul Sank for Cooperatives, a corporation October 22, 1991 October 22, 1991 9110220868 10. It is our understanding that leasehold estate. A proper instrument of lease and the Policy to imsue will the proposed transaction will involve a must be executed and recorded, be subject to the following: Terms, covenants, conditions and provisions^of the lease'referred to in Schedule A hereof, and the effect of any failure,to comply with the terms, covenants, conditions and provisions thereof. 11. In addition, if only a memorandum thereof is recorded, the following exception will also appear unless the full instrument, together with all amendments, is submitted for review: Any defect in, or invalidity of, or any matters relating to, the leasehold estate described in Schedule A which would beldisclosed by an examination of the unrecorded lease referred to in the memorandum thereof referred thereof referred to in Schedule A. 12. This Company will require the following to insure a loan by, or a conveyance from, Seattle Fur Exchange, Inc. (a) A copy of the Corporation By -;caws or Articles; (b) An original or certified copy of the Resolution authorizing the subject transaction; (c) Other evidence of the identity and authority of the Officers to execute the forthcoming instrument. 13. JUDGMENT: Against: In Favor Of: Dated: Entered: King County Judgment No.: Superior Court Cause Number: Attorney for Judgment Creditor: For: Seattle Fur Exchange (Garnishee) Lars Eidnes April 28,1987 April 28, 1987 87 -9- 06439 -1 87- 2- 01891 -1 Kenneth D. VanDerhoef $1,027.02 rev, cc. izro titUUULIJ Iu, St, ..WESTERN TITLE COMPANY OF SMINGTON ALTA Commitment, Page 5 '.;, Order No, 0170042 14. Examination of the records discloses the following matter pending against the name of Best Products, Inc., the proposed insured, which will become a lien on the estate or interest acquired by said party(ies) when the instrument is recorded, unless satisfied: • JUDGMENT: Against: In Favor Of: Dated: Entered: King County Judgment No.: Superior Court Cause Number: . Attorney for Judgment Creditor: For: Best Products (also shows as Best Products, Inc., dba Jaf co) Michael Philpot and Lynn Philpot July 22, 1987 • July 22, 1967 87.-9-10975-1 86- 2- 06228.9 Terrence 'L. Burns Sum of $25,000.00, plus.:statutoxy attorney fees of $125.00 and costs of $328,35 for total judgment of $25,453,35 which shall bear itnerect at 12V per annum 15. Unrecorded easement for railroad tracts, as disclosed by the King County ' Assessors Map. 3 -2 -94 RS /mb END OF SPECIAL EXCEPTIONS In the event this transaction fails to close and this Commitment is cancelled, a fee will be charged to comply with the State Insurance Code and the filed Schedule of this Company. • --cc:— .. Lawyers Title Midtown Agency THANK YOU FOR YOUR ORDER IF WE MAY BE OF FURTFIER ASSISTANCE, ]PLEASE GIVE US A CALL A February 22, 1995 N.A. SEGALE, INC. GENERAL CONTRACTORS Ron Cameron City of Tukwila Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Re: Best's Payment of 1/2 Share of Traffic Signal Improvements Andover Park West and Strander Blvd. Dear Mr. Cameron: This letter is to notify you that the improvements to the intersection of Andover Park West and Strander Blvd have been completed and we have received payment from Best in the amount of $44,903.92 for Best's half share of the cost of the intersection improvements. Very truly yours, M.A. SEGALE, INC. Dana Warren P.O. BOX 88050 ■ 18010 SOUTHCENTER PARKWAY • TUKWILA, WASHINGTON 98138 • TELEPHONE: (206) 575.3200 • FAX: (206) 575.3207 223.01 •SE•GA•LM•A372NO An equal opportunity employer Besi.Produrcts_Cd.,. nc • (? .01 6oSt26303 z �.s; = �; . •. Richmond.;. rginia .23260 ,a ;•> Y _' • NU.. _ ;yam (,, <:x,; «L ^ - • z. >„,-,, -,.,, R:::„,„,„..„-- - „tr., yP'ti.i't. 7t., �.. a:!- �� "'`.'g ]y_?'�. �, a il:� c - • `:_-z . .z . AW: _ (TS [TS it= ONLY . .lam. .T, t'. ; �'F • «. - `SEGALE k :rNC-: 0= .1,80X;8800`:_ ORDER °.Tu.kw_i 1 a ' Wa '98i3 T�:,• . 68 -589 . 514,. • Pay This Amount '.. • �"�- 'yT�:L•h } -"L 'i,. -s ��•e. +.,..F.�v_^ i, ti i'�.,_•'+. -`:�v .. This Check is Void Alter 90 Days ' J3r?- t.Pr.�rllIrtz.t;a..lgr:. - ?” INVOICE NO. DATE LOCATION NO. CROSS AMOUNT CASH DISCOUNT NET AMOUNT Payment for Signal Rtn Mike Sweeney • York 23611 I CHECK NUMBER DATE PAY TO VENDOR VENDOR NAME TOTAL AMOUNT - I I i Best Products Co., Inc. P.O. Box 26303, Richmond, VA 23260 -6303 804/261 -2000 VIA FEDERAL EXPRESS February 21, 1994 Greg Villanueva, P.E. Department of Public Works City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 Bond for improvements constructed by Best Products Co., Inc. Dear Mr. Villanueva: RECEIVED FEB 2 21995 TUKWILA PUBLIC WORKS Enclosed is the two year bond required by the City of Tukwila for the improvements being transferred to it by Best Products. I had the bond issued for more than ten percent (10%) of the amount of the improvements described in the Bill of Sale to make sure there was adequate coverage. David L. I.!ingerfelt Director of Property Administration and Counsel Attach BEST lambs SNXNCE seem #100911607 PROJECT: Best Products Store LOC)TIONi 214 0 A„dlDvex Pek y s. w csh, CU 1 c. STATE or WASHINGTON COUNTY OP XTNQ CITY OF TUDCWatA KNOW ALL PERSONS BY THESE ppzsRN'I'S, that ws Best Products Co., Inc,, as Principal, and the Aetna Casual t and Suret Com an4 a Corporation organized and existing under the law* o t e State of ,Connectir.ut and tuthorisced to do a surety business in the State of Waahingcon, as Surety, aro held and firmly bound unto the City of Tukwila, state of Washington, in the sum of Six Thousands Seven Hundred Five and No/ 100_ _ lawful money of the United states of America, for payment of which, well and truly to ba nude, we bind ouxselvea, our hairs, oxecutora, administrators, successors and assigns, jointly and Severally, firmly by those presents. The condition of the foregoing obligation is that the above named Principal ham properly constructed improvements which conform to all ordinancas and raquiremants of the City of Tukwila. Said improvements have boon conatrueted Within the City of Tukwila in accordance with the approved plans on file with the City of Tukwila. The Principal is req uired to give a bond for Six Thousand, Seven Hundred Five ld No/100($6705.00 ) to protect the City of TukL1* meet the result of faulty materials and/or workmanship used in said construction, correcting doficienai*s and porfozming emergency maintenance and repairs for a period of not laaa than two years from the data of acceptance by the Tukwila City Council of the Sill of Sale and Warranty Aaroamont an file with that City of Tukwila. Principal and surety further agree to promptly x,eimbux *e City of Tukwila for necessary emergency repairs- and /or maintenance on !aid improvetnanta. Repairs or maintonance 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 much work. It the Principal shall fail to take eateps to make such repair within twenty (20) days after rsaeipt of 'such notice, the City of Tukwila •hall have the right but not the obligation to perforth the work or hire a contractor to perform the work and the city of Tukwila shall be reiMburaad for all costs, including ovsrhad, by the surety within an additional ten (10) days, up to the total bond amount. Tho City sha11 return, without interact, any overpayment made by the Surety, and the+ Surety shall pay to the► City any actual coats which exceed any City estimate, limited to tho bond amount, rn the event any lawsuit is i.nstituted.to enforce the terms of this bond or to deterine the rights of any party hereunder, the prevailing party in such litigation shall be entitled to recover its coats, inclu:',ing attorney's fees, incurred as a result of such lawsuit. SIORBb, SEALED M D DATED T'8xll _ 21st Zit THE PUMICE OF E'L4 APPROVED AO • FORDO: 'City Attorney (i017a) JAY 0?' February , 1g95. Best Products Co. ,_.Inc 2.1 pal i W' � uzPr � C'C's ,:T/ Vice President - General Council "and S 'eery, tle The Aetna Casualty and Surety Company Eye surety Attorney -xn -P& Durema Kissam THE AETNA CASUALTY AND SURETY COMPANY Hartford, Connecticut 06156 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S) -IN -FACT KNOW ALL MEN BY THESE PRESENTS,THATTHE AETNA CASUALTY AND SURETY COMPANY, a corporation duly organized under the laws of the State of Connecticut, and having its principal office in the City of Hartiord, County of Hartford, State of Connecticut, hash made, constituted and appointed, and does by these presents make, constitute and appoint CHARLES J. G. BROWN, CHRISTOPHER J. KARG, CATHERINE J. BURNS DUREMA KISSAM * of RICHMOND, VA , Its true and lawful Anorney(s).ln•Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United Stales, or, 11 the following line be filled in, within the area there desig• nated , the following instrument(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incidents thereto and to bind THE AETNA CASUALTY AND SURETY COMPANY, thereby as fully and to the same extent as If the same were signed by the duly authorised officers of THE AETNA CASUALTY AND SURETY COMPANY, and all the acts of said Attorneyls).ln•Fact, pursuant to the authority herein given, ars hereby ratified and confirmed, This appointment is made under and by authority of the following Standing Resolutions of said Company, which Resolutions are now in full force and effect: VOTED; That each of the following officers: Chairman, Vice Chairman, President, Any Executive Vice President, Any Group Executive, Any Senior Vice President, Any Vice President, Any Assistant Vice President, Any Secretary, Any Assistant Secretary, may from time to time appoint Resident Vice Presidents, Resident Assistant Secretaries, Attorneys•in•Fact, and Agents to Act for and on behalf of the Company and may give any such appointee such authority as his certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognitances, contracts of indemnity, and other writings obligatory In the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors may at any time remove any such appointee and revoke the power and authority given him or her. VOTED: That any bond, recognizance, contract of indemnity, or writing obligatory In the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the Chairman, the Vice Chairman, the President, an Executive Vice President, is Group Executive, a Senior Vice President, a Vice President, an Assistant Vice President or by a Resident Vice President, pursuant to the power prescribed In the certificate of authority of such Resident Vice President, and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary or by a Resident Assistant Secretary, pursuant to the power prescribed in the certificate of authority of such Resident Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Anorneys•in•Fact pursuant to the power prescribed In his or their certificate or certificates of authority. This Power of Attorney and Certificate of Authority Is signed and sealed by facsimile under and by authority of the following Standing Resolution voted by the Board of Directors of THE AETNA CASUALTY AND SURETY COMPANY which Resolution Is now in full force and effect: VOTED: That the signature of each of the following officers: Chairman, Vice Chairman, President, Any Executive Vice President, Any Group Executive, Any Senior Vice President, Any Vice President, Any Assistant Vice President, Any Secretary, Any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys•in•Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory to the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which It Is attached. IN WiTNESS WHEREOF,THF. AETNA CASUALTY AND SURETY COMPANY has caused this instrument to be signed by its Assistant Vice President, and its corporate seal to be hereto affixed this 26th day of OCtOber , 19 93 THE AETN CASUAL • _e SU COMPANY State of Connecticut • J` ss. Hartford Coynry of Hartford On this 2 6th day of Oc tober • 19 93 , before me personally came GEORGE W. THOMPSON to me known, who, being by me duly sworn, did depose and say: that he /she is Assistant Vica President of THE AETNA CASUALTY AND SURETY COMPANY, the corporation described in and which executed the above Instrument; that he /she knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; and that he/she executed the said instrument on behalf of the corporation by authority of his/her office under the Standing Resolutions thereof. CERTIFI^.ATE My commission expires August 31, 1999 Notary Public Dorothy L Marti 1, the undersigned, Secretary of THE AETNA CASUALTY AND SURETY COMPANY, a stock corporation of the State of Connecticut, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney end Certificate of Authority remains in full force and has not been revoked: and furthermore, that the Standing Resolutions of the Board of Dt(sctors,,es se! forth in the Certificate of Authority, are now in force. Signed and Sealed at the Horne Office of the Company, lit the City o1 Hartford, State of Connecticut. Dated this February • 19 95 .S•1921•FIM) (3.93) 21St day of • By .1.)) �(� 0. T William T, OlRoberb • Secretary Best Products Co., Inc. P.O. Box 26303, Richmond, VA 23260 -6303 804/261 -2000 February 20, 1994 Ross Earnst, P.E. Director of Public Works City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 Acceptance of improvements constructed by Best Products Co., Inc. Dear Mr. Earnst: Best Products hereby requests that the City of Tukwila accept the facilities located in the easement attached as exhibit A and described in exhibit B. api-p A-(sa yuicr • 7/45 Very truly yours, W. Edward Clingman, Jr. Vice President, Corporate Secretary General Counsel Attach aEST BUSH, ROED dr. HITCH NCs, INC EXHIBIT A STREET ZMPROVL'MZNT EASEMENT DESCRIPTION THAT PORTION OF TRACT 7, ANDOVER. INDUSTRIAL PARK NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 71 OF • PLATS, , PAGES 68 AND 69, RECORDS OF KING COUNTY, WASHINGTON, LYING WITHIN'A STRIP OF LAND 10.00 FEET IN WIDTH, THE. SOUTHERLY AND WESTERLY LINES OF WHICH ARE COINCIDENT WITH THE SOUTHERLY AND WESTERLY LINES' OF SAID TRACT 7; EacrP2 THAT PORTION• THEREOF LYING 'NORTHERLY. OF A LINE. DRAWN PARALLEL WITH THE SOUTH LINE OF -BAKER BOULEVARD AND 459 FEET SOU'i'Itor Y THEREOF WHEN MEASURED .PERPENDICULARLY. . SITUATE IN THE CITY OF TUKWILA, RING COUNTY, WASHINGTON. BEST COMPANY WILLIAM A. HIC1COX; P.L.S. FEBRUARY 17, 1995 BRH JOB NO. 93283'.03 easement sketch Cz Tukwila Department of Public Works 630C) Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 433-0179 Water System No-Protest The proposed development at: reement adds to the cumulative need for domestic and fire flow water service. The result of continuing development will be the neecl to undertake water system improvements that will provide for adequate service, The proposed development property Is obligated to participate in funding future system improvements, and the owner waives the right to protest water LLD. or U,L.1.D. formation.' The owner will pay a proportionate fair share to fund system improvements prior to connecting to a newly constructed system if other than LLD. or U.L.I.D. funding sources are utilized. This agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors, and runs with the land, This agreement shall be recorded by the City Clerk with the King County Auditor a; required by RCW Chapter 35,91, and the cost of said recording will be p:id by the City. So that the Owner can remove encumbrances from the property caused by this requirement, the Owr. can pay the City the Owner's pro-rata share for projected costs. These costs will be made available to the Owner upon written request to the Public Works Director. Owner' BES g PRODUCTS 1 CO., INC. wnex (signature) W. EDWARD CLINCMAN, JR. • (print name) VICE PRESIDENT - GENERAL COUNSEL AND SECRETARY 1400 Best Plaza Street Adaress. Clry of Tukwila Public Works D rector dal /�14� Date (804)261 -2035 Phone • Richmond, VA 23227 City /State /Zip Date STATE OF H`t1 T-6N 11 1R(,iN A COUNTY OF '14 EN) 2i ( u On this day personally appeare' before me CO • EC1L Jt(d Ci ; rnccn , _T r , , to me wn to be the individual(s) described in and who executed the within and foregoing Instrument, and acknowledged that helshe /they signed the same as `his%her /their free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand_a.nd official seal this 2O day of, t-eb-U Lr , , 19 Cl (MA. -1)% Notary Public to and for the State of Wabl,b1gton, residing at t," • rt_z 11•Li(rin iUr Ln .)i:uirw• BIII,L OY SALE r.c KNOW ALL MEN BY THESE PRESENTS, that for valuable. consideration, Best Products Co. , Inc. the Grantor, does hereby grant, bargain, convey and sell to the CITY OF TUKWILA, King County,, Washington, a municipal corpor- ation, the Grantee, the fallowing described improvements situated in King County, Washington, and located within the easement right -of -way described on Exhibit A hereto as follows: See Exhibit B attached 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 tees incurred by Grantee, arising out of any such claim or demand. 1 r tti 1i; OpHM I unwiLH UC1J!h W By: r.. 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 19 . GRANTORS: BEST PRODUCTS CO., INC. W. Edward Clingman, Jr. Its Vi re Presi rlont• -(e era1 ColincPl and Secretary GRANTEE: CITY OF TUKWILA Mayor ATTEST: City Clerk STATE OF WASHINGTON i . } sa County of King On this day of , 19 , before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared and known to me to be the Mayor and City Clerk, respectively, of CITY of TUKWrLA, 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 and and official seal hereto affixed the day and year above written. NOTARY PUBLIC in and for the State of•Washington, residing at 2 11 : Obrin I UKwL`LN' 1 . iPW. `""'P.4 - STATE OF Virginia as' County of Henrico On this _U day. of 't. , 19 675 , before me, the undersigned, a Notary Notary Public in and or the State of IIRQ. Ned �a-eh jpgto�x, duly commissioned and sworn, personally appeared rCi to me known to be the individual ✓ described in and who executed the foregoing Bill of Saxe, and acknowledged to me that ✓he signed and sealed the said sill of Sale as % free and L voluntary act and deed for the uses and purposes therein Vice Peesitx:,0- mentioned. Gam,,, .n G:-el o Sc.LP..£ =--' WITNESS my hand and official seal hereto affixed the day and year above written. A,ct4 L 1 . 24/ NOTARY PUBLIC in and for the Virginia sots of WeashtatgEt enli residing at Walt-cm/44- 44-- e csa 3 ACCOUNT NO. TITLE 176 -300 176 -300 176 -300 EXHIBIT A DESCRIPTION QUANTITY AVERAGE UNIT COST DATE INSTALLED TOTAL SERVICE LIFE TOTAL ORIGINAL COST Concrete Curb 855 L.F. $7.00 /L.F. 1/95 50 Yrs. $5,985.00 Concrete Sidewalk 815 L.F. $9.00 /L.F. 1/95 50 Yrs. $7,335.00 Asphaltic Concrete Pavement (materials only) 522 S.Y. $12.00 /S.Y. 1/95 50 Yrs. $6,264.00 Type I Catch Basin 1 $400 /each 1/95 50 Yrs. $400.00 Type II Manhole 1 $1800 /each 1/95 50 Yrs. $1800.00 12" Storm Pipe 20 L.F. $18.00 /L.F. 1/95 50 Yrs. 4228.20 DEPR ACCUMULATE PER DEPR YEAR 12/31/94 119.70 0 146.70 0 125.28 0 8.00 0 36.00 0 84.56 0 EXHIBIT B DESCRIPTION QUANTITY AVERAGE UNIT COST DATE INSTALLED TOTAL SERVICE LIFE TOTAL ORIGINAL COST Concrete Curb 855 L.F. $7.00 /L.F. 1/95 50 Yrs. $5,985.00 Concrete Sidewalk 815 L.F. $9.00 /L.F. 1/95 50 Yrs. $7,335.00 Asphaltic Concrete Pavement (materials only) 522 S.Y. $12.00 /S.Y. 1/95 50 Yrs. $6,264.00 Type I Catch Basin 1 $400 /each 1/95 50 Yrs. $400.00 Type II Manhole 1 $1800/each 1/95 50 Yrs. $1800.00 12" Storm Pipe 20 L.F. $18.00 /L.F. 1/95 50 Yrs. 4228.20 City of Tukwila John W Rants, Mayor Department of Public Works M E M O R A N D U M TO: Dave Grage, Water Dept. Richard Takechi, Finance Dept. BestFile. FROM: Greg Villanueva, Public Works Dept. AW DATE: February 7, 1995 SUBJECT: Best Products Project Ross A. Eamst, P. E., Director The attached water meter permits represent modifications made to original permits with same numbers. Briefly, PW94 -0116 and PW94 - 0117 were originally issued water sizes 1" for both. The installation was for 1.5 ". PW94 -0119 was originally issued as a 2" water meter deduct, the existing water meter was in fact a 1.5" domestic which is now a water only /exempt. Please replace the originally issued permits with these attached permits. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 City of Tukwila Department of Public Works January 17, 1995 Mr. Howard Turner, A.I.A Turner and Associates 18420 24th Place NE Seattle, WA 98155 John W. Rants, Mayor Subject: Best /Future Shops Water Meter Service Dear Sir: Ross A. Earnst, P. E., Director Currently, the Best /Future project has been issued three water meter permits, two 1" meters and one existing 2" deduct meter. These permits will need to be revised to reflect what has been constructed in the field. Permit PW94 -0119 needs to be revised to indicate a 1.5" water only meter. Currently, PW94 -0119 indicates a 2" deduct meter. The actual existing meter is a 1.5" meter. No fee is required. Permit PW94 -0116 needs to be revised to indicate a 1.5" permanent water meter. Currently, PW94 -0116 indicates a 1" permanent water meter. The actual meter that has been constructed is a 1.5" meter. The cost for a 1.5" water meter permit is $625.00. The cost paid for the 1" water meter permit was $325.00. The amount to correct the revised 1.5" permanent water meter fee is $300.00. This service will be used for the Best portion of the building. Permit PW94 -0117 needs to be revised to indicate a 2" permanent water meter. Currently, PW94 -0117 indicates a 1" permanent water meter. The meter used for this permit is the existing meter (serial number 4562838) that was used for the old Fur Exchange building. This meter and service will require an abandonment permit at a cost of $25.00. The 2" meter cannot be used for Future Shops service since current code requires a 2" meter to be a compound meter. The cost for a 2" water meter permit is $1,450.00. The cost paid for the 1" water meter permit was $325.00. If the intent is to use a 2" water meter and service, then the amount due to revise the permit is $1,125.00 and a new 2" compound meter will be supplied by the City. A larger size Fog Tite meter box (2' x 4') #724 is needed to replace the one installed. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431 -3665 Mr. Howard Turner Page 2 January 18,-19.95 If the intent is to use a 1.5" meter & service to revise the permit is $300.00. The 2" meter need to be replaced with a 1.5" meter setter. will be supplied by the City. Please consider the options for permit PW94 -01 set a time to come in and revise these permits Works final. , the amount due setter used will The 1.5" meter 17. Call me to prior to Public Please call otherwise if you have any questions at 433 -0179. Sincerely, 56, Vadi‘-ve.vr. Greg" Villanueva Utilities Inspector cf: Jim Lindholm, W.G. Clark Richard Takechi, Utility Accountant Phil Fraser, Senior Engineer Ted Freemire /Dave Grage, Water Department file, Best Products * *A *A**kk•k * * * *•kh* *k4A ** * * ** *AA *4 *hA *A *:A *•k ** *k4•A *•k * *1, *k•k * *A *k ** CI1'V OF TUKWILA, WA l'RANUMIT * A* A•***: lk** 4** * *.A *A * *h * * **44% * * * * *•4J.* *•kk* ** **A * * ***44 *A ** *A * *kk TRANSMIT Plumber: 94001218 Amount: 3,544.00 09/20/94 08:50 Permit Na: 094• -0135 Typl 0 -0UILD BUILDING PERMIT Parc:e1._. Na: 022310-0070 09/20/94 Site Address: 240 ANDOVER PK W Payment Method: CHECK Notation: BEST PRODUCTS CO irtit: 6L13 *A * * *•k * *:4 *A *A *k*k *•A *4**# *4*k****A ** ** *4* *4•k *44k•A*•A* *4 *4•A* * **•A * *fi Account Code 000/322.100 000/386.904 Description BUILDING NONRL'r STATE BUILDING £URCHARUE Total (This•Payment): Total Fees: Total All Payments: Balance: 5,1.344.68 5,844.68 .00 Paid 3,539.50 • 4.50 3,544.00 GENERA 3539.50 GENERA 4.50 TOTAL 3544.00 CHECK( 3544.00 CHANGE 0.00 5787A000 15 :07 *•.ikkk*•* * **A* * *4 *•k * * * *•*k * ** t** k*** * * ** * ******k* ** * *Ak* *k *A * ** * * ** CITY OF TUKW]:LA, WA ,•. q - �� 'i RANSMI,' **A•* * ***i.* * * ** ** * * * *k* **, * *:4 *i *A **l••k•kA****fl•i4A***•kk•d* *fit* *7Ir•!:v4* TRANSMIT Number: 940018'61' Amount: 750.00 02/21/95 13.04 Payment Method: CHECK Notation: W. G. CLARK Tr /c1.1350 Permit No PW941•- 01.16 Type: PW• -WM WATER METER PERMIT Parcel. Now 022310 -0070 Site Address: 240 ANDOVER PK W Location: STRANDER DL, WEST SIDE OF FIRE VAULT A£1SEM[3L.EY Total Fees: 1,375.00 This Payment 750.00 Total ALL Pmts: 1,375.00 13.3 i 4314.41 M .00 ****• A****** ** * * **fii* ** * **k * *AA* *A** * **A ** ** *A * **A *A **Ii * * * *•k4 * *** Account Code l?escr,,i p•t i on Amount 000 /38G.900 BONUS /DEPOSIT'S 750.00 GENERA 750.00 GENERA 750.00 TOTAL 1500.00 CHECK 1500.00 CHANGE 0.00 0267A000 15:37 ** * * * * * *,t * **kk**** * * ** ** CITY OF TUKWILA, WA k*k *k * * *k * * *k * * ** ** * * ** TRANSMIT Number: 940018 Payment Method: CHECK Permit No: PW94 -0 Parcel No: 022210 Site Address: 240 AN Location: STRAND This; Payment * *•A• * * * ** *k* * * *k•kkk* .1 % * * * * * * * * * ** LE * * * * * **•A* * * **A * * * * *•k 750.00 02/21/ W. O. CLARK In 62 Amount: Notation: 117 -0070 DOUR PK W ER Hl., WES SIDE OF FIRE Total r'ees: Total ALL Pmts: Type: PW-WM WATER METER 7;0.00 'f 212 -1 Iw s R, 02.4, ***s! * *k* TRANSMIT * * * * *•k* * 95 13:05 it: SL.S PERM1.1' VAULT, SERVE'S F 1,:175.00 1,27;.00 Balance: .00 *'.** k***•** k* A** k• A************** ir***A*** *?r ****k**** *******k;i * **lc* Account Code Description Amount 000 /286.908 BONDS /DEPOSITS' 750.00 CITY OF TUKWILA Address: 240 ANDOVER PK W Permit No: B94-0135 Suite: Tenant: BEST PRODUCTS Status: ISSUED Type: B-BUILD Applied: 03/31/1994 Parcel #: 022310-0070 issued: 09/20/1994 *********k******A*********************A*******Akk*4**44****A******V6***Wk Permit Conditions: 1. Sheet C1 shall be controlled.bySneet:;Alj (9/6/94). 2. The proposed light fixturesareMpproVed_sUbject to a demonstration of the:H.0001ACant's assertionStOet,the required triangulerWell,liOtpattern (per B..A:;:Rapproval L93-0091) shalle achieVed. Ythis:Ideterminetion'ti401 be made by the tqrectorof'ftlieDepartMent ofhOmmunity*Develop- ment . The'?ap"Olicentrecognizes,, that the installed fiXtUes may have,:t0:'be,repleCed to achieve the required light ,pattern - -- 3. BuildingColorSHend materials:Shellr.be consistent'-with.the- „ B.A.Rdesign approval AL970091). 4 No chengeS will be made to the plan unless approved by the Architect .and the Tukwila Building Division. 5. P1uMbing4erMit shall be obtained through the Seattle-King _ County Department ofyublic-Health: Plumbing will be ins4etted by that agency',' intilUding.,:ellges,piping • (294722)., 6. Electrica l permit 'shall be!6tained through the Washingtoh." State 64ViSion Of Labor endjOdustries'end-all electrical , workwil.:Lbe inspected !by thatagency (248-,6630). 7. Alt Mechanical wori:snalT/be Under\separate permit through the City 8. Alleriii)ts inspection records,anOppr6V-ed'Rlans.:ShaIlei maintelnedevailable at the job sAteprjor-to_the startOf: any OnstOttion", These documents areto'be available until final inspectionlepOrove'l is ranted „ - - 9. When SOecial tnspettion is requfred eitherth,ep'Wner, architettor engineer shall notify the'flikWila'''Buijdfng Division;:pf,ap0Ontment,of the inspectionagencierioO. the firstillding inspeCtion, Copies ot all speolal inspectionreports 'shall be submitted to the Building* Division in'e..:tl,mely manner. Reports shall containaddress, project name, 'permit number and type of inspectioneing performed. 10. The special inspectOr 001,_subMit a final 0§ned report stating whether the workreqmiring'.-SOettenSpection was, to the best of the inspectOrsknowledge,-in conformance with approved plans and specifications and the applicable work- manship provisions of the UBC. 11. All structural concrete shall be special inspected (Sec. 306 (a) 1, UBC). 12. All structural welding shall be done by W.A.B.O. certified welder and special inspected (Sec. 306 (a) 5 UBC). 13. All high-strength bolting shall be special inspected (Sec. 306 (a) 6 UBC). 14. Bolts installed in concrete shall be special inspected (Sec. 306 (a) 2 UBC). 15. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 16. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 17. . Readily accessible access to roof mounted equipment is 4' .,,,L,�4,„0,1 r e q u i red . �,,., 1 Any exposed instil 'ions backing material shat`''.�-ave a Flame Spread Rating of .Z�'or less, and material sha bear identi- fication showing the fire performance rating thereof. , 19. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1991 Edition) as amended by the Washington State Building Code, Uniform Mechanical Code (1991 Edition), and Washington State Energy Code (1991 .Second Edition). 20. Structural observation shall be provided for this project. Architect or engineer responsible for 'the structural design shall submit a written statement to the Building Official in accordance with UBC (Sec. 30.7.)';. : ° < ~.:- 21 . Notify .the City of T u K w:l i'`a:! ;.6.:(0; `d tang.' 'U i .v 1 0,011: p r i or t o placing any concre,.te�; rTiiis procedure i:s"::in.' "'a`dYdi..tion to any requirements fo,r, 0c'ia1 ,inispection 22.. All .structur a1l.�:nrasonr I a.,1U1 'b s �e r • UBC �.� �Y �s p �'.�:`•'.� a l i n�� c t e d p'" . Sec. 306 (a)a.iJ:;.., :it t0. '''q. #1,1 jq�.,. .I,j ,'i '!� .Yt ����.5 Y.K. �� t. 23. Val idit o ,,{{,,Fermi iiiiiii ".issua f. a pearl o.rti`�apprn.`a1 of a% �,1,.:�"�,r ��� Ville � ��,�r'.� ' � KY <,�y k. r ,�.(y ' g• tit ,;'•, plans, sp�,ec;if l;c' do %ns' and chimputations° shat l• riot'be.,;con,- strued to "b'e�,a p'itr „mit tor oryarl,rapprova1 of any i.,ic1ati.gy of any o th ' " °provis.:ions of rt�l i`s =T code or of any, other• a `4 .E ordinat9'.ce of the ,3urisdiO,,tiibn'. No`''p.ermit presuM,,ing. t~o 9,1 . authc� fj.,tyk?lor,d viol `te o�r4 oandcel1 the. provisions of ethi3,=eode shalt'' ee Vail id e . t� 4' .: ; ti k;; S`tc rage requ'i'res a s;e'parate;-permi t throughs,,,thte�.'Cl`ty of ;tu wila. j- S tructural�� •�ca•1,cul'ations�`s.,tamped by a Washin ,t,on State 1 i ce`ttised. Strq,ct'ural,.. Eng'i neer: :�aref'r�etqu j red for r'ac`k -- bi • stdFage over alght:.,(t3l' feet In iheIght' 25. Their' shat be no oc_cu „p,ar�c)r'�of the u :1ding.fs) unti 1 the, final i nsp'ect1 on, has' been cc;tlip 1 eted by tl)e,�nTukw.i l a BO) d i ng.= Ins actor:'' ” t ` 1 t i, . E r, .r ? 1 aj ( Kit t 4 .. I e 4 A SPACES ”' 26. VENTILATION. IS FEt IJIREG . =FAf;= ° °' ALL °'NE�w. R00Mi, A1'VG .,PALE:. pOF..,N ,„., ;r;<i OR E)(ISTING�, BU,`ILGINGS°'',IN �C0NFORMANCE} WITH!' T,HE, UNIFORM BUILD ,NG, 0 E AND 'THE WASHINGTON C . Q StATE' VENTILATION AND �', xea �a' INDOOR; AIR' ";,QUAL'''ITY• CODE, CHAPTER 551- =s1.3A;'WAC•._.,� ;1 ,,a C INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 (r) G2 -C. Ype n o spe ion: 4:1G iv Address: ow ((oz. PK-W Date Called: Special Instructions: Date Wanted: am. p.m. Requester: Phone No.: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: FO"r0A -6 5 (1o1' ms- P. (Z ?+ -o40o`) R emi(s R.Acc eb Cv R? FAc.Q t j re1A -r- -re r4WA '5 /(A61b 1 C IV Pep STA (-CS M L 4 Ion 1 114 4 O M l iCe A C 2 5. (GC , 4,0 Ow cR.C-re FIM(SW') r %M -r-c5 peSC2tte" wok-K, likr 7`0 7e. - D0Aze" 4) /Cori Pt-e 'non/ 1 ra-. Flt k 7 v oa ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: FO"r0A -6 5 (1o1' ms- P. (Z ?+ -o40o`) R emi(s R.Acc eb Cv R? FAc.Q t j re1A -r- -re r4WA '5 /(A61b 1 C IV Pep STA (-CS M L 4 Ion 1 114 4 O M l iCe A C 2 5. (GC , 4,0 Ow cR.C-re FIM(SW') r %M -r-c5 peSC2tte" wok-K, likr 7`0 7e. - D0Aze" 4) /Cori Pt-e 'non/ 1 ra-. Flt k 7 v oa UM e" 7Tc) 443 1-E60 .C.^) ÷ C A•G L (ig (-1g ek(6 FA p p . - ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eoeipt zirstaailigittilkfladuaitataaragooksaas 0, t) INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIyISIOitL, -. 6300 Southcenter Blvd., #10 ,.,Tukwila, VA, 98188 ) 431 -3670 ro ect: a b pspe. Address! I Date Galled: Special Irfetrull a ' Date Wanted: .. _ �. am..:dllr, Requester: "� r Phone No.: .-4 Approved per applicable codes. COMMENTS: rrectlons required prier to approval. -- ---ass Air nspector: Pffigrr Date: Cl $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ��Z Dale: L lINSPEtTION RECORD Retain a copy with .permit CITY OF TUKWILA BUILDING DiVlifION 6300 Southcenter Blvd., #10.0., Tukwila,pA 98188 (206) 431-3670 --Project:-00,,,o.„4 Roaucts 1-7.-- rtp.c.1.Vnspection:. ap I, e • =.. k Address: 1-1 ( 0 Nnd 0 \l-P Y PKW Special Instructions: PlOci Li —o10% -MY ok)1/45 h Date Wanted: am. pin, Requester: Phone No.: ID Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: oK, .cciy, nspector: MIELL„ ID $30.00 REI PECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. P- 2-1E11011 eceipt Dale: • • . .t:AMVE24404.4.Arrikw. . - . INSPECTION RECORD Retain a copy with permit E 0. CITY OF TUKWILA BUILDING DIVISION, 6300 Southcenter Blvd., #10.0; Tukwila, WA 98188 rgc�,�.. PERMIT N0. / (206) 431 -3670 -176 77: ec T f ypp of Inspection: n: Y Address: Date Called: Special Instructions: Date Wanted: am, p.m. Requester: S-rCve_ /(G2 ill /‘t Phone No.: ❑ Approved per applicable codes, ❑ Corrections required prior to approval. COMMENTS: 04' -P0 / (AA L Se) ont" So v r �f Sf75c2 IAC.$Z R. rrcronr.5` (2/2Z(4'1- ,4 Ss 0C rA rC.'7) 4,.37 0,447-6/2 "& &/ i7>cf'6 JAC gao c4 re cm( 71- L 'IN bScAP /K'"G (z(2 '9 -\ 7`,'(S -7-( 7 o eW, _Fai[Z, A(so t 4i2J g Fog_ rru c c o art as-7- &'I-(.. (s ca- P (. 1 G 4.34-R/ At ' C2/ze(Ps ), 1 flnsector: e:2./ 22( ?s ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. ecePt do` I) INS ECTION RECORD Retalna copy withloormit CITY OF TUKWILA BUILDING DIVISION. , 6300 Southcenter Blvd., #1001 Tukwila, y,v A 98188 'A (206) 431-3670 RMIT rOJOC1: - - k /) P 7- _ ),7e,ez ri- s al-eol /34.?, , ype:o nspection: 7) /4// ev-v-e--.4 #2, Address: 940 . ,f,/i< ? . Date Called: 7( :2 Special Instructions: /1/ L5/2,t - L:1t6-Th 2: 00 _ , Date Wanted: 9\ -- .1.„1.., Requester: ....---- I tin/ Phone .c. 0„ ...........4 N ‘ e7„,5 ) .... : 746 El Approved per applicable codes. tAl, Corrections required prior to approval. COMMENTS: • /) P 7- _ ),7e,ez ri- s al-eol /34.?, 7-1-> 4.e.; Gi, O4- 7) /4// ev-v-e--.4 #2, ...z.Zedi /2Ge,--7eA At.— oc.,,z-b_I-5 P -.1(_ , 3 44/./L/,#7(,/ P111 14 6,e)•rne'it 17! A e--k- c,Pe( 7( :2 ..,,, Ak 10 ..- _ . .., .....4r _ , 44 ? [inspector: 0 $30.00 REINSPECTION E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .kedatc&aLiGtagattitgliii4airolikaadigagigAiatigellflAtailasai.44A#LACOOmaft.ewaibialla 61.41:4.awk INSP CTION R CORD Retain a copy with permit INSPE 0. CITY OF TUKWILA BUILDING DIVISION, , 6300 Southcenter Blvd., #100; Tukwila, WA 98188 (206) 431-3670 -17077-(1 7 ,- / —, me o nspect .n: f . i oq4 Address: 9 i C lld: ) ))/ v, APPR 0 t 1,, \ Sp ecial Instructions: Date Wanted: comaznezjierrii_aliftgAiL&24—_ am. p.m. Flegoester: ----...■./ •■•■••••••• Phone No.: ! • . '01—' 740 Approved per applicable codes. )4 C4rections required prior to approval. COMMENTS) F hv lig sra jtc.6 ttm< 4(-7-;- ' / 0 A r Nrr d'Aeop C 0 1,14Nec G OZ(521'm .) r 5-LiRmi-r 0 ANS P-012_ To u 7y1 5.. i 12414 LK_ over" It- 1-14NrcAl,/eva Pen. 1 ? e,..D 6, A.M (7- rok ) ))/ v, APPR 0 t 1,, \ .A-6 6- cv zit- 1, &rnium w 77 ak„, eArel) emi c N. it FO2 i S-10 cs_p 6.v. / 77-67V r. y ecv,(TRACrok.: 10/ tv c 4,v /2..... I-- comaznezjierrii_aliftgAiL&24—_ roil m : i ----...■./ •■•■••••••• 0 $30,00 REINSPECTION FEE REQUIRE?. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call f. schedule reinspection. 0 INSPECTION RECORD -C) Retain a copy withpermit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100Tukwila, WA 98188 Ci LA- 01 PERMIT NOV (206) 431-3670 Prgir e).... yp--reof5rrae tom Roc* N 04 \r Address: 4k1 (We I fkL0 Date Called: Special Instruct ons: ', f bk- I4( Q.9 N. in . op — Date Wanted: - — sn. q 014 Requester: 711Y) PhoneNo.: N______1 Approved per applicable codes. 2, Corrections required prior to approval. COMMENTS: /0 a, p.(1NIAWES). •••■••■••••••■•■■■■•.•■.*.` nspector: ) D $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. emir)! 0: Waikuomuel%.+4461.0.1dei4W1464c' ale.V NS • O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100 Tukvilla, WA 98188 INSPECTION RECORD Retain a copy with permit (206) 431-3670 17OFEr ype o ns • , . . : Add ress.344 0 Ad0a,v /„., Date Called: I-Tale"Wanted: am. .m, Special Instructions: Requester: t-4.-1,--- Phone No,: 4-5/ -- 7 74 XApproved per applicable codes. COMMENTS: El Corrections required prior to approval. 57-el 44.471/ CV/ f-yrpx- 71-4 (..eia erf 047 0ug4' 4e- ./ e-,‘ocie ,E57 EJ $30.00 RE1NSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspectIon. Dale: l. e7nep 111■••••■•••••••• " • ,ittloZi&sikitatuti 0 INSPECTION RECORD Retain a copy with permit 1 SPECTIO '0. CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Project: , _) Type ot Inspection: ' c.N....)e) r tA XI Addiess: Date Called: Special Instructions: Date Wanted: p.m. Requester: A.-.._ Phone No.: Approved per applicable codes. COMMENTS: ' Corrections required prior to approval. ,s1 Dt-^C.jt (Alk L L.-- - t c". G %AZ lc— A.,1 r • Ir‘ T Ck-N L-■ A Ct it-e41/4 ke 0 cv.01 [1n sector: e: Cl $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. ece 0.: e: e 1 SPECTION 0. INSPECTION RECORD Retain a copy with permit . q¢ 0/-35 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 •roject: ? ....7- yQeo • nspect�•n�: IScrc,g77c��i C�'ci. Address: G. Date Called: 2 , / 01I SS/ J-NCi o(l-- G(.CT aUS('FNSt r•\ t+JtY t, "Ny9 Special Instructions: 1--->•0 (L- NA t t`L= 2 5 S ), i i c,N1 , ec..� -c. r t S� IS ALSO Date Wanted: 2 /_ / 5 ,.._� p l amp% p.m. Requester: Phone No.: ❑ Approved per applicable codes, 1 r�Sut.Arn Corrections required prior to approval. COMMENTS: ' L4 A�0 a7.Dt,& - 1.‘/A 0..._ - ca ':_z -c `p wA [, r,, SPA- c�-t,o • 1t'S ,r-1 e7t-S A V P t- t t-Aki o r- ,-1/41-4%. w/o 0.15P . orr. GAY PL- w,A3 ,c---)1■iltv-:0 q t A ,...g.) a krs 9 -r- FIAT i bd ....lb) 0-75 w�=v krrc" Z- 1q-GC.gYC.-�. _11tE rrvstltA 1 TAE E 2eI c...cV. Y1.— v..nAS fLm v4 2 r9 N0 .114E7 w 047:1 -t F-1---0 A-3 r - (' L-A -C,e . CA t. c._ it- (.--rl N SP,. -r- xd c r.i C, - o c< Ari...r—Irk sr \i AenW� -o. F-() IA rW t Ili t s-S' G v- ‘ tn,c-1 — w\ Pc-s ■ 01I SS/ J-NCi o(l-- G(.CT aUS('FNSt r•\ t+JtY t, "Ny9 1 G 01- r-- r'c-n-t IL rro T- FP1S i t 0 in 714 L. GrZti9 1--->•0 (L- NA t t`L= 2 5 S ), i i c,N1 , ec..� -c. r t S� IS ALSO R FQ La t p . t— t --rti- - 1 c- vv--A— . nspector: C IJ ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. O. INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ot 35 PERMIT NO. (206) 431 -3670 'roject: • f''1MIE ype o nspect •n:/ Date Wanted: ^ , ell Friminmpsimainemmill Sp: a Instructions: Requester: Phone •.4._51 ...... 7 1 ❑ Approved per applicable codes. IK.Forrections required prior to approval. COMMENTS: 1 ❑ $30.00 REINSPECTION FEE RE UIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. nspector:. �+rt. •r:. v. �.a: :'Try yl.. , . PECTION ',A I SPECTION O. C INSPECTION RECORD it„„ Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 )69," CZ3-5 PERM' NOV (206) 431-3670 ro ect: Type of Inspection: --:, Acfdro •to a (3.. Special Instructions: Date Wanted: / —JO- ‘..a p . . Requester: Phone No,: 4. Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 4frji t,v nspector: aumm■I r • $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. must be paid at eCe o.: Date: .`,..4.4.44Ailialiritiatikadatiltra,wr-eautAurriA)Awra INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMfT N0. (206) 431 -3670 Project. ,� P 54_. 14, It .7/5 Type of Inspeciio ., o rvi. i0- r1 o A rnia � uJ Date Calle _ 47( _ Special Instructions: Date Wa ed: Requester: ,- ' Phone No ) r ., l 6 Acp ❑ Approved per applicable codes. yk Correctjons required prior to approval. COMMENTS` ' ` / 'iSrp Acp / 2 —0GO e-.-•7 u.'�� 40z, t.-4 Fa c.-€ - 1 7. 6( .. f rz . nspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ecept o.: Dale: yi.cti -- - do L ++,�y„= -" ��.ralemr.euIL11T,H.t�liWr+"a.4i - -='- s--.�4 - "`^•m�i��Ffn�4aa:t'iQ ~r .tl�7wliiRn • 0 INSPECTION RECORD C Retain a copy with permit INSPECT o. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3610 Pr())ect:T3L—si ' PCOCO bid; We . ns. :ct c-. on: yr iv - 1-- Q ( KJ . dIT Arki)ee 6u Date Med) : i - ob -c0 1,,.PK_ ecla - nstructions: i Date Wanted: t , --1 Requester: 1 Phon4x. Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: "G4.2,,d 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. receipt No,: 0 INSPECTION RECORD 0 Retain a copy with permit 13qu Dp‘Zk./ CITY OF TUKWILA BUILDING DIVISION ` > 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 .r° roe C 5-r-' -14-Dd a c 'Pe' o a /41 n`�U'o. l U 0 Addrey t, 0 AL A° U �� pk ta: to Clod: Special Instructions: Date Wanted: r '` EIm. 1 q Requester: ( Phone No. :`/3I "° D? LIP , Approved per applicable codes. COMMENTS: ' ❑ Corrections required prior to approval. nspec tor: ' ❑ '00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eceip e: . T! r INSPECTION NO. 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT HO/ (206) 431-3670 197—t: .-T Type ot Inspection: Fk/A0,9 Address: Date Called: Special Instructions: Date ant: .: /-2 ". Y-95 am, Requester: Phone No,: X,Approved per applicable codes, El Corrections required prior to approval. COMMENTS: .-21 el e/-e-ked7r. 7.4 Zair/( a-f-r,,-, tgc,,,,,..„? eer-z, ) /4...5 1/ A6 i 1.41.6 - . 1- r - e • ‘''' '''' 94. fZ_ A-a /00e--J ct 5 / ,, -.... sfre-,... 1-' tell iz, / t) / i 6, ie 142Cii_k_____ ,P"--/e/e"- " nspector: O $30.00 REINSPECTION EE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ecept 0.: Date: 4A INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ro ect: ype of Inspect i¢u7. Address: ZL k ? IA • Date Called: _ I Special Instructions: • 9 J hc�P CA tJ tl P r Date Wanted: I - 2-0 G35 �. p.m. Requester: Phone No.: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ❑ $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: 4 "6 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 • r0 ect: . ype o ns n: _. ....-- ...ress. — — 40 • ./..2._ I: : Sp:.a n " don-. = /-, /17/1^d.-- —Sir Date Wanted: Requester: Phone a: El Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Air --------- [inspector: (c O $30,00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ec3710.: Dale: '4N INSPECTION NO INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 /� �roject TT 4..-/-- �� II, — ypeo nspection: r ( </ Address: �) 4 n 4 1 Date Called: CI Specia Inst ct ons: C.L,r e..1, . r. /d7 ..6. 4/ . Date Wanted: r- / , CJ am, p.m, Requester: Yi � .� Phone No„ -T-5/ - Jfr.7ij Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' 4..-/-- �� II, — 1.514eZe. �v 'l4J CI o C.L,r e..1, . r. /d7 ..6. 4/ . t � ��LL (, flnspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. o,: Date: .... �.. y„ ri.;, w,,, �n,..,,..re«r�:.w.:iu.t.�7�til► . . • ! ! I ! 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 ro ect: Type of Inspection: , ress: 2-t it, •: eC• :': ~ Instructions L 0 �� Date Wanted: --/.7-- S am "m� Requester: Phone No.: 'Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. --v4f -1 ,4 / Cfr ? , G61 3 ie. \_/3 ..3 [Jnse� ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'creep ' .•: , INSPECTION RECORD' Retain a copy with permit CITY OF TUKWILA'BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 'ro ect: ype o nspection,� Date Called: ) ... -� ress?)/0 ,eiozr% Special Instructions: Date Wanted: A V `Q,- am. p.m. Requester: Phone No.: `'' 7N: 'Fr' "• - I-- -r-r• COMMENTS: .� %I�� I 4 —. Lis..�...r.- �.....∎ 1�► �, / 7- i 4 4.0/I I'-' �.. .rte ,.. t A 1 11W; . i. is �liiiiE ❑ $30.00 REINSPECTIO 0"EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. TDate INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206) 431-3670 r0 ect: Type of Inspection....4.-- 4. A Address: A.goz Date Called: S pecial Instructions: Wanted: Date ,---/0— , 5 ant e Requester: Phone No.: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 4.1 / 4-794%-7 7L° 'II e ID $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. rirerTRep o.:, Date: .,iikgeltAVILL.41.11/0yllicitailtness.2■116.414'..t...S. . - . 0 INSPECTION RECORD Retain a copy with permit I SPECT O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188-- PER (206) 431-3670 Project: 47z.... -771je o 177sp—e—ection:6 Address: /(\. 9. Date Called: Special Instructions: . Date Wanted: ayRequester: j;;..s. Phone No.: kApproved per,eplicable codes. COMMENTS: ' ^4..v7): 1°■. Corrections required prior to approval. A As-pcsi c 0Zi dv 'Inspector: C JL $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 13ite: W..tatlasi..444,411.16144;#4440..ar;.*. INSPECTION NO. 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206) 431 -3670 Project: - / Al Type of Inspection: _. / . L./ .t. .dire - ," i <teCa e•: Date - anted: ! .._.- P u'm. Special Instruction Requester. Plane No.: Approved per applicable codes. COMMENTS: \' 0 Corrections required prior to approval. Inspector: Al Pi a ❑ $30.00 REINSPECTION F r REQUI • ED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Site 100. Call to schedule reinspection. D M- .1 [oceNO ;. "fie: _, y.... 1. s..,.... *a .,.. y, �_....._•! a� �.iG�lky....,....}�.__��..t;-At 37 I SECTION 0. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ER (206) 431 -3670 ro ect: ype o nspection: ,.. . Address: ! 41 D:te a e•: " Special Instructions: Date Wanted: /e6s— 6. p.m. Requester: Phone No.: ❑ Approved per applicable codes. Corrections required prior to approval. 9147 e e % �q /�/',`' S- „°- '/ -tM�t '' 77-7 ca:se-r---- 4e, ei /9 /7, ze,40,:,2„( ❑ $30.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite100. Call to schedule reinspection. ..`_ .n_r.11643t5 o"NL�a1E_; ?ur l#Mfe�h �:�t nia`JANg6.. tre]4_ ssnkle.i.n lai } ,.J '"0 INSPECTION O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (3 INSPECTION RECORD 0 Retain a copy with permit (206) 431 -3670 Project: ' Type of Inspection: -_vt71 d re . ,�� Date Called: !/''� Special Instructions:,/' -- / l ! 22 Date Wanted: 14..- - -- ' am. p.m. Requester: Phone No.: Approved per applicable codes. O Corrections required prior to approval. 0 $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: INSP ION 10. O INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 ro ect: o nsp1777ction: ype 7k—tie-Called: re Special Instructions. Date Wanted: i i'...."-C--5 am. m, Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' 4 o $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. PE • 0. INSPECTION RECORD Retain a copy with permit ERMII CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 • ro ect: p S po e nsp ed n: —`— ^ r / Address: / dw W Date Called: 7ze.-.4,4f Special Instructions: A6t7 /, Date Wanted: ' 5 �9.s._ am.' 3) «L,r"5 /-/, 2.H G.- las..ea Requester: it 6 JZ7 L ._ Phone No.: z i -?'74 0 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: _ }u \c ( ,-7 5 a f AS- e Li/ � 23 bh„,,/d4-3_ ,--ni-y.."4- 7ze.-.4,4f A6t7 /, 3) «L,r"5 /-/, 2.H G.- las..ea rei'P5 it 6 JZ7 L ._ J• 417 (7 /7-7 SY :t. 0 ,- f' Geis ! 4_ 664.40L A • ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ecept o.: fie: s...,�...�.... 4kdxSA.rw.fdf s� = � -� =:� _ �. �, �fc., s, ��ta� •s,��. ^•�zss,'.:,..��(ra..�.; ,�...�_r,..at • 1 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project; � J Type of Inspection: ,--- .- t4 0G, o v (L- r.�h--si r.lc.€ . Address. Date Called: / l ,, 3 Special Instructions: Date Wanted: 00 (LadR Requester: 541. Z,. Phone No.: E L Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: , .- t4 0G, o v (L- r.�h--si r.lc.€ . LS wi. =Z,,,O r 13Ci p Eyt..._.. eA i -- IS (LA C. WC' , �� 10c1-..4I L-- J 0 IN) c 111.z— . 3) NAIL,t0C, or 0-s/2_, -I1C --5 00 (LadR .Sw..:" y-1.7114 1I CA P•'11-- 5 % 541. Z,. nspector•� '� Wi ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. IRecent No.: Date: ,c .� .>:i Kk�ierlu "�.t�,..r . LA. v. 5. 211frJrYieegiattigi► niasu3li3' i4ina°'.•".:1Dtiegatt.7r?$.l'L.Ytftde1 ' • , O INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 79727 Type o Inspection: vi--- Address. Date Called: / ------; Special Instructions: Date Wanted: yx__,_-,„ / ,.,, ,„...... 40411r.,:;, -,:,...5—,...)- amC-n-.. Requester: Phone No.: kApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: FP-t.. r)c--• cz 14-4-0-6 X- , AP Pizzyk.4"0 O. tov-"Jera_ATIA C-)6 (La"-(411*, frtf-AO 1.-".1 G12-- VVW■M- (! .S'A -)nspector: 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recept No.: 0 INSPECTION RECORD Retain a copy with permit PE • ` `0 14 CITY OF TUKWILA BUILDING DIVISION r` 6300 Southcenter Blvd., #100, Tukwila, WA 98188, (206) 431 -3670 ro ect: — Type of Inspection: ---' N CK.TE- Address: Date Called: . a.,' . , t S ,o, Sp: .al Instruct ors: , a(.,` vr.. Date 'anted: 2. 0 -7/91! C61-) p.m, Requester: \-- Phone No.: Approved per applicable codes, ❑ Corrections required prior to approval. COMMENTS: 5 r-c -L-9 j,- x. r' r y �-t- , j A t. �-- 0... ' 3s- ' c Lo ,,,Y.54-4-a) . . a.,' . , t S ,o, Q- dux... ci.._.ok. 2 S t70 r°2-1. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'ramp o.: =.e: 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 PTEW—IFe.a.- ----771----deo nfipe Ur."--r--... r r-lool 1 1 r3c7 Address: Date Called: 7 Special Instructions: . , I P 1 wiw-s , 1- 1...N■S7 t I et. 5 r._./.1.1,-E- it.•,..-ra.4,11N.. A■ P-7.6"A • Date Wanted: 1 7 7 , ("1 4- ca p.m. Requester: GAT) a-a-4 .)::$ 6n— F-e_ArymJG j "i:1'w L..- is P.z..--)40, ...IC, . (--, Phone No.: Ei Approved per applicable codes. . Corrections required prior to approval. COMMENTS: ‘ - . 4. _. - 2 , 51.::,N\L-Ao ■-•-typet,49 -m \r- o..g.... ft.E*742, N 11-E; r--7-0 es A-3— ^it P 14040 AT l / Ob 43. C • 1,46 il_r29)JrM.L1 C .4, . . 3 (CA 14-4-311“3 9 le tAlm4.- 6 1-3 1-tv-1-14, S-Accka- '0E- 0-1-12-cst TIM.s tow_ W&-t- 6.q" C g Prx16,) ov.r Tb. ca 4 srutz xty1/4Dcz ,..tmt.H4 ‘sca,-;-.9.A147.- 1oa......1-1r Ttpitcue- Fit-Awk, 1,1 t) f- 1A/Pet.t., IS S Lk 4.k---cr- --tc) 61XL-7440\ (._. Atett..%VikL. 514/1.- WAL-t— SC (L%--t-A Aor-TM-wecl-ca A Pemv%,-0 . 4.._ Nvk (1-i a.11 is A/Pit-tit/W. rtR- e-t•-vz-i'-g.PKt.iz,p3S Emu- 8.'Z' s1/4.:::-AUZP /.....A1--%1Z. . GAT) a-a-4 .)::$ 6n— F-e_ArymJG j "i:1'w L..- is P.z..--)40, ...IC, . (--, 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ecept o.: Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 S' NO. (206) 431 -3670 ro ect: / 1 Type of lnspecDon: /�' s G Gj Address : e Date Wanted: 1 Z' 2-7—'7'1 %p.m. Special Instructions: Requester: >7 i-7 te ie4 S ef , z / Phone No.: t� ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: /.4 !.7 k /�' s G Gj /,4,i A,,'>' (/ r",-", 'ul.Z...- .0 kG' z /r'/Y19"Ain ,6 Cf '1 5Ar ✓C!' -01-) - /2-; �.nt -(7,. >7 i-7 te ie4 S ef , z / 4 A-- t� �- _ a i i 11/� J L.44Z-L,, '! /4_,,-/ / J- At e! /f17-2-, 4 /4 „1"479 GSA ~.6-rrD Jp s-Yt,.. ri r./.11�7// 4Cr -t�_ / nspector. • ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: J i'6lit X aoA' INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT N0. / (206) 431-3670 • ro e : ,/ ypeo nspect ' n: Sp •a nstruuctlons: EA)/ : -f%` (U.?�D �� Date "anted: l `� -� am. p.m. Requester: _ �YJ I ne No.: `3( -7,0 Approved per applicable codes. ❑ Corrections required prior to approval. 1 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. INS'E I0� `0. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER IT (206) 431 -3670 ro ect: % __L I ype of Inspection: / ? Address: ,/i, ,,.1�,�' 7F'r � � Date Called: � Q� U Special Instructions : :' - 1 �� 0 Date Wanted: ///�/ / . am.. .m.' Requester: / Phone No,: V, /1 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. A 'gm/ ❑ $30.00 REINSPECTION FEE • QUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. ece o.: IZIthiikaicdtaahmatihiitivaavegit e: (_._ INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 000 PERMIT N0. / (206) 431 -3670 ro ecl: ype o nspe on: ` 01/4),30 l 1 Address: Qui O many .eY nk i' Date Called:. t !� t _ _(7 q Special Instructions: y • 50 Four 1-4) Date Wanted: -1,, ENG ! t,- he -e't- . m i * 3950 our -u- @ _ c- c`i�"I elm. Requester: - IQ(U,c,- AAA San, SN.-n cr- E wM ca+J^A atV. L1 a , a 2_ Phone No.: iZ. V►1 'y,, Tt ii To 2-3 0-0 Ps % I v,:v` I-S NO I " 5 -a7)(-10 ❑ Approved per a Ilcabie codes. ,Corrections required prior to approval. COMMENTS: ' m/S WS,' cro, - 4 At, vtr- 2 0 r✓ .S' 1 n 4r rt'1s- etvo or' TWc':i Piga7 77�tc/e-. Na S14tbAt... A j,ie tA- WNa 60 S-f - . FO tA r-,'D to 1.-40- j wPvg A TYUi GL... IA/ ,11A c GA-A-S . o-- L'n- -it- A0.0 ---,1 A c o i- l' 9 AT" A R.o u, No S 1 /t.z51 '-L_ t.A 9,,J CI , nJ r TVA o, A-- (Sto 6 cJ G <) A ?Nip, o ► m" AA.E ---SN ^W T.- i.3.-177 rI U/ c.L_1/41=1) v.,a o r--F Tlf e pm 4'" . T 1 E" km): o S? G /J F-00— .3 coo pi/ hi ►3 e7`-hl APP Az �� -1,, ENG ! t,- he -e't- . m i * 3950 our -u- / Kip g GAT€ 7M " T)4 lr- .Si..0 tm P.S /LANIG 9 FiZr4 2.7 TO S " (L-- 7146 04.-v-1164 cA+'to .1. - IQ(U,c,- AAA San, SN.-n cr- E wM ca+J^A atV. "[ "*3GTA J4E IS eie"-PA k`a b t- 13vici12` Nis' co0c4t S iZ. V►1 'y,, Tt ii To 2-3 0-0 Ps % I v,:v` I-S NO I " [inspector: Date: ,2 /g,/ ❑ $30,00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. o.: - ri- ‘,..P),t 1.37e:— NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 INSPECTION RECORD 0 Retain a copy with permit PERMIT NO. 0 , (206) 431 -3670 'ro ect : g../N- 1 o e-A:i 1J4 EX CEe`12 O. 14 q- W 1 (..V- cz am C-T i fA c ype o nspeion: LA-a, Address: / AA R- A ti-4-: w--79 0 fJ s 1 ... N -3/.1*-) Pc- 1"64E– Date Called: -Q. C i t.$ .. A hNL, fora 4.0 C.A o si--A C7CG (L.. iii ekcoc Cam( 1.4 0.ev -S tt - A "Milo-- o tc e1 G HI'''. Special Instructions: t• 6f ' Date Wanted: t' z %g /9 f / ar p.m. Requester: Phone No.: ❑ Approved per applicable codes. ❑ -,Corrections required prior to approval. COMMENTS: co 1,,,, M- ' -A,gLIE W i -oft r— T CGmzriT" g../N- 1 o e-A:i 1J4 EX CEe`12 O. 14 q- W 1 (..V- cz am C-T i fA c s n AJAi 0.. C . /-et' DANzr ' w catJ 517e" Fd A-- H IS 1 t../PtnT• DL e x ) o cLtc...l -i• N O P r � t t A t.... t N spy o it - r:06..... / AA R- A ti-4-: w--79 0 fJ s 1 ... N -3/.1*-) Pc- 1"64E– r coo (1 -4, 67-V rn x T14c ,54Z) c AL.— *o F wA cart --. -Q. C i t.$ .. A hNL, fora 4.0 C.A o si--A C7CG (L.. iii ekcoc Cam( 1.4 0.ev -S tt - A "Milo-- o tc e1 G HI'''. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT ■0. (206) 431 -3670 Project: t� Type of Inspection: a 0 Address: -�� A. r,.J, -bate a : 1 Z.,7 (A-- Special Instructions: AA st-- ' Date Wanted: j 2. — ? - :9 4 am. p.m. Requester: Phone No.: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 3. • c (A-- .t..-a r AA st-- ' F�• ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule,reinspection. Date: _ ,.,.,.__. tc— ade _....__ SPECTION 0. o INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P RMIT 0. (206) 431-3670 •roject: ) il' • D: e: ypeo nspection: iLts., 1 1 Address: A. e . Date Called: TfaUWanted: /2 _ -1 \ a Special Instructions: Requester: j Phone No.: g413,proved perapplicable codes. 0 Corrections required prior to approval. COMMENTS: nspector . .._. D: e: 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1ecept No.: • • w • . . .1 t 4. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 C' 4 ERM 0. (206) 431 -3670 • ro ect: Are it ype o nspect • n: %!,'qigm OA • I!/ Speda nstructions: , IN Date Want:.: Requester: Phone No,: ' 5 / '. 17 0 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: C..- 6<'I Aitg".7 nspector: �tA /AI WM. ir" ...I.1. O ` •$30.00 REINSPECTION FEE REQUIRED. Prior to reInspection, fee must be pald at ' 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • eoeip `o.: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206) 431 -3670 Project: Type of I • = o I Address• �'�( t V �N o , DI e Ca'*: Special llctlons: ` Date Wanted: / _ a 6) / am. .m. Requester: Phone Na.; 5(, 7 4r) Approved per applicable codes. COMMENTS: ' 0 Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 t-6 2 /J PERMIT 0. (206) 431 -3670 roje : , '711:1v wn: c-A ( (K CID 006 VW fii Addre . )te ail :.: Special Instructions; , 0-1 Date Wanted: / 2 (P - q 4 O. . . Requester: Phone No.: �/ .- 2 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: • 4r f . / 4 . iii ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100.,,Call.to schedule reinspection. Date: amp o.: . ._, r_y, Y .a- ,J►1 .,Ei�7Jril+d'dia xs'JrdVs�irr� -- ' �- �.. v INSPECTION RECORD' Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 0' ) PERMIT N0. / (206) 431 -3670 ro ect: ype o nspe Rona u n .1 — Address: 6'4 i 0 Pr ', g CY l(.t PK , \ W Date Called: f7 "t Special Instructions: OD T O uY orec i 0- ` � 4 r� .r\ -Q "o r t .2. Date Wanted: M r am. p.m. Requester: --� ^� i Phone No.: / i -1. 1-_ ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' '' �� l 1.A nspector: Date: ❑ $30.00 REINSPECT{ '',FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. ecep We: '2uilae,,t..,. =„ Fa ...,oa.CtiFStYIPISdlik..ia`-• == Iableg '{el ik'aitik i' eta...saN.i.NStbSti..fd f6. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 01.15 PER 0. / (206) 431 -3670 ro ect: � ype o nspe M pan. K-01/43r. i\i P f t...- Address: 4_ f0 _ -bate a . 'Tali-Wanted: I I >O Special Instructions: G� a y�,— f z t ticf p m Requester; �- _ �-' P�'� Phone No.: EApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ?// &X �i L, .4 re- nspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: A _ _ _ ,. tt ,Yia:ei k.24.i..hANEA AA INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 CP/ Pawn' NO. (206) 431-3670 • ro e Any ype o nspect on: i q 0 a : .: .0017Mr // / 2........5„ . • • ress: .;. Special Instructions: 4C-. 2f30 Date Wanted: 0 ,--- am p,m. Requester: Phone No,: Approved por applicable codes. Corrections required prior to approval. COMMENTS: ' O $:30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eircrpo.: Date: _ 4,...4.adeAk46.4444itiltitAlainwhoAtiaatitabwahlIMEirlib (.4 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 roe ype o nspection; 614.4/ Address, /fP / Date Called: Special In ructions: Date Wanted; / �! `1"� jam. Requester: / Phone No.: Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. spector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspectIon. o.: /6 INSPECTION NO. ... •i. ,a . F.•.l �" i. n. N'. r •r:+.aK.'F^y:�.M.f.'fii:n.Y�.�; rf....a INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 X94 0/'35- PERMIT No. / (206) 431 -3670 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS:. /t'c S /72-7 $ ,/ 1 0l:" i1, 1�-,� it7i Pit._ C.- r1 ..a.:., . e :. /// 9 Address�0 1 q Speo�al Instructions: Wanted: , / 0 C, Q1 am. m. 7 Requester; -en Phone No.: 4,... 1.47,,E 0 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS:. /t'c S /72-7 $ ,/ 1 0l:" i1, 1�-,� it7i Pit._ ‘54..-11 ,kh ;/'.4 ,s rf-ta• /(44 -9 / `zA0 �,//vt 1-? .-• shdc1I fJo _ A-�q((-rC... z. `S!1Gs Smod► >'- s Gtil/:l i . J / _ i d Jet -. . Al r// d y / /I►LI el rf / . tj�le - L, 7/ 4/4•'444 4 Defer 61 b 3." V O $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be 6300 Southcenter Blvd., Suite 100. Call, to schedule reinspection. ecept Nor: Date: i 0 INSPECTION RECORD 0 Retain a copy with permit INSPECTION NO. 0! 55- CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 •ro ect. ,,,.r7" ype o spection: Flu 1 q Address: c9/10 .6,id ,.) K. g . Date Called: it.7 rk4 ' — Special instructions: N 0 tt-re4, s-t OE Date Wanted: /1/ y a / a . Requester: irr) 1,4 NAr Phone No,: /(3 / .9 740 1 1 - C ted N 'RA • S Ci4c.--214) Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' fi-voiF ?Atz-lke-- o o L.( 1.)C- rk4 ' — 1.444 eit.-- G v.6 ^19 eft...4 i.4r R.0,-, 1,4 NAr Le 1 1 - C ted N 'RA • S Ci4c.--214) PA-11V-4.4 CAC /1- s N 11.4C FT c a - a. [inspector: c15 Date: UJ&c6Jc1L1 o 00.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 109. Call to schedule reinspection.. e: L. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) X131 -3670 'ro eat , ype o nspectio %C �ile resSr ielf e) 4740e. le Ca e•: ggAije" Sped',al /Instruct ons: ��/ �--' /J'C�c .��.k.%. r_ v e` r, Date anted: % S 9.' am. p.m, Requester: Phone No.: 6 .pproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ece o.: INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT N0. (206) 431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. Date: / ✓12 [T 1 PAEWSPECTION EE REQUIRED. Prior to reinspection, fee must be paid al. 99§.Q.fteroter Blvd., Suite 100. CaII to schedule reinspection. t J.if 1 ype o nspecUo : t.[ ro act; i Address pate Called: Special Instructions: Date Wanted: ///19q1 am p.m. Requester: Phone No.: 4? ;5_/ —V WO Approved per applicable codes. ❑ Corrections required prior to approval. Date: / ✓12 [T 1 PAEWSPECTION EE REQUIRED. Prior to reinspection, fee must be paid al. 99§.Q.fteroter Blvd., Suite 100. CaII to schedule reinspection. t J.if 1 INSPECTION RtCORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188._ 891 035- PERMIT NO. (206) 431 -3670 Project: Ad. MIT/ ...It Type of Inspection' „Jiro OO , C,r 1 *tress: -2 `o Azt.,�- l Gf/ .aeC.:•; Special Instructions: Data Wanted* / k i. 7— • - 07 @el* Requester: Phone No.: 5( Approved per applicable codes. COMMENTS: ybfr.. • 1-0 0 Corrections required prior to approval. Inspector. ..�' dit//i l.. F Cl $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. SPECTIO 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PE • IT 0. (206) 431 -3670 Project Type of Inspectionr (_;...2374, AddreC y. fe.. / /l �/� � % �K �/ JDate Called: / //I /,/ Special Instructions: Date Wanted: // f ,. %r am. .m. Requester: / "1-L Phone No.. " % Approved per applicable codes. ❑ Corrections required prior to approval. ❑ 'M .00 R NSPECTION FEE REQUIRED. Prior to reinspection, fee must be pa d at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. )2: 1 SPECTIO O. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 RM•AIT 0. (206) 431 -3670 'roe : .�r ► ype o nspect,•,• �r�� _........ . Special Instruct ons: Dat=''77' -"' % ' " j /9t ^J pmRequester: /�i Phone No:. 43 1-9 %./ Approved per applicable codes. ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION F E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Mate: enTrVITO.: SP • 0. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -r (206) 431 -3670 roject: ir. ype o nspeci • n: � 4.R.1./. Date Wanted: Special Instructions: Requester: Phone No.: Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. -. / ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. ocelot No.: Date: iiit NIMt i` .4 xmb. Cr ,,3s;e INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION r" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (21431136 Project: 5.f-- Type of Inspectfon.05511 Address:)4 AVtdbve/ / . Date Called: -dal Instructions: Date Wanted :'rte,11 , ! . I - am. 0, y Requester: Phone No.: of _ 2..74_0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 4 6t,f, // Z Gtl74 .1.-L oft. &I AA ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. o.: e: 4 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT N0. / (206) 431 -3670 Project �-5,o Type of nlspection:/ matte, Address•; ,�. � o .,,� �6/ . �" / , J Date Called: /7/ 6 y4 Special Instructions: Date Wanted: l /17 9 p.m. Requester: —f-;"� 1 Phone No.:: 45/ 9-740 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: f2v4 �7 1), /Ju 7/ It !� r� 9 /Te '-t 5 6 h.+ -6,/a' , ;� /�� y -e4" nspector: Dale: / ,L/7 O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. ecec 1 o.: INSP CT •' NO. 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • ro ect: ,, ype o ns • :« ion: c A••ress: 2-4f0 D•te a :•: Die-Wanted: 1i-9-cr`� -se p.m. Spode' Instructions: F-v-U..e.z. S tst,P SPACC- Requester: `-J Phone No.: PCLApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Races toArLAP•"r. wwu..s (/ \s vYA' ti AILCC S €cu.Yt..`'Q A r t9 S NL`A L kW L.tiJ A+..o TVA: ' -1r) Ga v..n.a c v\F t°tm w d.0 'P CL:fi -A' L I v r► S (4. Z... Ve- NA i-t NT.; I % Nam APPA v... . UCCA,•- •PAact S 'Att- A.-/-Wr•I WAt.L.- o'.l Ls (..k r: 11 • C " Lk. GI 23 LAT, k3G. t S C�1vA p L. :. Ni -:-`-(1--0- N■11--- CNC A.A. P-, ( QrJ S, te . j po-ors S . n Date: ( i 11 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • Date: INSPECTION 'RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 role / / j ype o nsped orb / //, I /(/ ' y T-14 iL4Z- 51-ial' sp/4.66 Address: Date Called: / / Special Instructions: Date Wanted: /f/ 4// ?/. . a P.m. Requester: Phone No.: .1,g) / _' . h710 ❑ Approved per applicable codes. L2 . Corrections required prior to approval. COMMENTS: T-14 iL4Z- 51-ial' sp/4.66 1 130 2 Z-•13 0.1= NAIL.. -1--I > 10 S / T'd 13 -T • J IZ ' v--•:N.1;: Dow rJ .. , .. ∎ ; yJ ,-p rnis - joAr$F - , URGES /4 A-1.4- ',WI"' �"S �T ii i4A ■ tr.7 .t2ewr4 /Z (-a r1G i 1 "; c ''')1A1.1, AP-EA. 9 EDGE rim Lt ►JG t:7 3" &C. 1. L j ldc o-A . sc . cr t-- vRn w► uJG N O Le i-16 --3 141)-t— $*Iv--;rJ dirt rJ S�'vIc-"t.i L- i.-...0 cA i a Rt- 1-1 G 714E- ,.-,, m i\ A N o ink-sr- S 1,p--s - nspector: •e:, fR ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to'schedule relnspection. eceQ Date: N, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 T / .... . • 1 IN8P`ig6TION RECORD Retain a copy with permit 0435 PERMIT NO. (206) 431-3670 • roe: &., -.2.111- ype o nspect on: Api_tarc A ,, " /Vaili/e3 /.' e.:?).,(,(7 Address: - ••••• '2,4/40 A- Ake) Date Called: I Special Instructions: Date Wanted: /0--2-5 9 Requester: Phone No.: KApprovd per applicable codes. 0 Corrections required prior to approval. COMMENTS: 6 ?iv /7 .4 o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ecirW740.: Date: INSPEhTION RECORD • 0 Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT N0. (206) 431 -3670 ro ect: Type of Inspection. ?' _ ress:O ` 61 Date Called: /6L. Special Instructions: Date Wanted; Requester: Phone No.: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' c.,. /1,40.I .e,4 /..(/' //r — /67-i c ca.-7 # eA /4- e $ /-- c'r (inspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • ece 1 to.: e" e: 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 -117 ect�` J � �., ype o nspe . "C Address :cv .74,/�! _ f e oDatetailed: Date Wanted: /U g/(?/f am•Cn. Special instructions: b C90 Requester :. - G12- Phone No,: if 4 / 0 47.910 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ,i--zoze „L.*/ r A'!" nspector: f : —Date: 0 `11/ ❑ $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: - A A /Z— .- �-_ ,o -- 0—� ri7 . (1-0 Type of Inspection /y m al.- /j_ )r-�i` Address: ,40 Aid . pz . , . J. Date caired: /0 / of/ 1( i• Special Instructions. €' Cif V11;° ,z 0 ._..... - ,6L1„),r► ±kJ `- ./..r-,a.�..- fy-r c7jdAA -1V i � a.4..1/4 . - Date Wanted: /g /9,r y am. // Requester r G?') Phone No.: 7.4 O Approved per applicable codes. El- Corrections required prior to approval. COMMENTS: '.'nQQ �,, o, A A /Z— .- �-_ ,o -- 0—� ri7 . (1-0 , IA - ,i-A-- -}.,, b... wlr6nn.4o C' i1/4,:o c o ktr- GU - X . / CL v■ _ • ,__ ,. h-c-1 ..,t.j ct, k , otter ►,. -...._.. ' nA o ar . Al._ rJ a o =' -p <`1-0 ydr %u-«.. ,6L1„),r► ±kJ `- ./..r-,a.�..- fy-r c7jdAA -1V i � a.4..1/4 . AA- /lei. tom -l) �` a -4-4A- 411 t1� .rr -4�i vl C `tom, �Y►n- 1 , _ � 0 x. sL1Cc� �i^�" -�`— .t .v-d ‘„ L.3-, *Ls- C4- tt&- taLo a,-.01- /..0 o-r. --- .n..0 A c o —. 0— c Q ..r / i' G� , .._ _ c 7_ I. c.i ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ece�at .: Date: 0 INSPECTION RECORD SP CTIO '0. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 , (206) 431 -3670 roe : /4/10, , ra ojs. ypeo nspecton :/ �`'l�.S Address:/.1,,,, ra . ., k , Date Called: /OT 7/5(.1' Special Instructions: Y // Dy does / - —Pt Date Wanted: /0/1419 I , .m. Requester: Phone No.: LJ.4 r— 9'71O Approved per applicable codes. ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at/ F 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 •roect: / ypeo nspe• •n; r • T Address. h-lid 6 V W Date Called: Date Wanted: - (.1 (arPg Spedaf Instructio s: ...4.4-?,---1-040.1 Requester: Phone No,: . 74-0 [Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: - ,--a „".3-to susr.9� . l.cam i e -i-1 (Lev 6 r< --►'7 S.1:3r c.- A PPieoVA1 r [nsector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. oe.. ae.at�.nrtfAt'�Lbs..yr�;sf�&1R• ^- eti:u- !•vrx' iii'' �1' i�i�m' J�ilii� #3ii►-�`Z�a�,��4- ;c..:r�yasc�,° -sue _mil_. ..t.._. . tt INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PAW-0135 PERMIT N0. (206) 431 -3670 • role r Or p ype o ns = ion: I Address: t }O Knao. w?.. Lo tzD U Date Called: cf , QO_„ q } , �I Special Instructions: Q:50 P Sri • Date Wanted: a ^O�l'�`4Li am. en. _ Requester: �mQ� Rhone No.: (pa Li ,,.. GzLi Gj ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: • ,,,,e - ces, 4 4.4 S r , Ld sS ff A 'r. I,'ef,ti,'. —e e -6 . if'., ? 92-7 6,-"vel,A.... kcae9 ,e,‘,P7/14 nspector: Off ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. d at sir •.4}:vv.�i �.i.i�iD`.M` '.` City of Tukwila Fire Department Project Name 5 John W. Rants, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas P. Keefe, Fire Chief Permit No. ij9/- (2/3 Address 7� O /� ,/ I4/ Suite # Retain current inspection schedule \/ n Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: _ Ar Halon: Monitor: Pre -Fire: Permits: 1 Authorized Signature FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • FarG• (206) 575.4439 A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (206) 881- 5812 REDMOND, WA 98073 FAX: (206) 881- 5441 Best Products Co.,inc. Mike Sweeney P.O. BOX 26303 RICHMOND, VA 23260 94 -778 Best Products - Tukwila 240 Andover Park W. Tukwila Ratti, Swensen, Perbbc Tumer & Associates W G Clark Construction N/A 135 & 0136 Test Report No: 10934 2 -8 -95 • .. ............................... .)....i Visually Inspected field welding and bolting of structural steel framing consisted of entry framing, strong bacing on line B, 7.8 & H between line 4 to 18, roof parapet wall bracing and canopy framing entirety. Observed all phases of work completed in accordance with approved plan and SR 1 thru 12. Also Inspected are Installation of storage racks and shelving. Observed all field welding adequate per approved plan, All welding conducted by WABO certified welders using E60 & 70 Series Electrodes and all expansion bolts used are adequate with embed and torque per mfg's recommendation with ICBO listing. This report concludes all of required special inspection for the project adn this is a final. FTWarreAT M. Jean F. FOSTER THIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED, AND MAY BE REPRODUCED IN FULL WITH WRITTEN APPROVAL OF MR TESTING LABORATORIES, INC. Test Report No: 10679 : { {:; w': Stiff: n; {:i :S:{:•,• rr?�.: •. i}..i: ?ii: : :.C. :,r.:{vti:: },i4ii�r{ : f, {: {:,'.''i{: {:3:'i,.;••.':i:::< %:::iii;? `:$ • i:ftii::•ii{ }.:nom:: x:i•.S•:::; .: ? {•.•::: r.: ? +..:::: f {: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (206) 881 - 5812 REDMOND, WA 98073 FAX: (206) 881 -5441 Best Products Co.,inc. .,•:.•: }, BIII Scott **1 888 -116th Ave. NE Bellevue, WA 98004 94 -778 Best Products - Tukwila 240 Andover Park W. Tukwila Ratti, Swensen, Perbix Tumer & Associates W G Sdark Construction T �Il 11 -29 -94 I • Performed visual inspection of th esteel reinforcements rebars for the footings of the columns and small retaining wails at the main entrance. The size, locations, and number of the steel bars were according to the approved drawings. The location of column footing is not according to the approved drawing. The superintedent "Jim" said that the footings were located by the engineer. No correction was on the approved drawings. DECO 91994 DEVELOPME.N 7 RWM • Saher Khilfesh F. FOSTER THIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED, AND MAY BE REPRODUCED IN FULL WITH WRITTEN APPROVAL OF AAR TESTING LABORATORIES, INC, CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVS! DATE PROJECT NAME ADDRESS 7,5 2.4m A-kt �� CONTACT PERSON � u PHONE A 743 ) ii ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER .% JCli Di 5 TYPE OF REVISION: V E, a Mz-,4Cr S' �-6--PheeN mo/aot4 4/(� r,d G CC4 ic /???-c7 8.� g-41- fl o SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMI1TED TO: VOkittint, RECEIVED 1. v 9e d� �a:w CITY OF TUKWILA `x✓-�%�► -� FEB 2 21995 PERMIT CENTW Tur ner Assootates 2063657504 P. 02 L I i• NEW SIDEWALK DEMOLISH EXISTING STAIRS & SDEWALK NEW PAINTED NEW STAIRS SIDEWLK & SIDEWALK STRIPING ==_-_-.-.2 1=7=1 , 1 _ ___ - CONC. STAIR TO FIT GRADE, 7" MAX RISERS, 11" MAX TREADS. SINGLE HANDRAIL © 30" ABOVE NOSING. -•\-- • - -- •- • -•- - —• -- - .r -- RECEIVED CITY OF TUKWILA �- -- F E B 2 21995 T• SITE PLAN REVISIONS PERMIT CENTER - PROJECT: BEST --•- DATE, FEB 22, 1995 SCALE: 1 16" ° 1'-0" TURNER & ASSOCIATES SKETCH REVISED D 1 5 A 18420 24th Place N.E. Seattle WA 98155 ARCHITECTS TEL: (206) 365 -7431 FAX: (206) 365-7504 T0: VERNIN UMETSU - -•• • FAX: 431 -3665 plan Turner & Associates 2063657504 P.01 r4.°`/ .Facsimile Cover Sheet To: Company: Phone: Fax: From: Company: Phone: Fax: Mobile: Date: Pages including this cover page: Comments: Mike Sweeney Best Products (804) 261 -2361 (804) 261 -2029 Howard Turner Turner & Associates (206) 365 -7431 (206) 365 -7504 (206) 399 -8663 February 17, 1995 1 1.The work shown on the Construction and Permit Documents has been reviewed and found to be substantially complete. 2.The built-up roof system has been installed per our combined Instructions, and per the manufacturer's specifications. The ponding in evidence in some locations was found acceptable by all parties, including the manufacturer whose warranty is being extended. HRT RECEIVED F6 171995 COMMUNITY DEVELOPMENT cc: WGC,Jim Lindholm 431 -0253 Jobsite fax, Steve Norman 682 -7126 office tjlx, Ken Nelson, City of Tukwila, 4314665 Fireproofing Aggregates Shotcrete Concrete Masonry A s p h a l t R o o f i n g P i l i n g S t e e I February 10, 1995 S o i l s W 00 d File: 94 -778 City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 RECEIVED FEB 1 51 COMMUNi 'I'''f DEVELOPMENT Project: Best Products Address: 240 Andover Park W. Permit No.: B94 -10135 & 10136 scis•O1,3S A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION ANO MATERIAL TES TNIO NATIONALLY ACCREDITED LABORATORY This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of all inspection reports have already been forwarded to you. 1. Reinforced concrete 2. Structural masonry 3. Eposied dowels 4. Structural steel -field welding 5. Anchor /expansion bolts All work inspected conformed to Tukwila Building Department approved plans, specifications, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Our last report is dated February 8, number 10934. (Copy of final three reports are attached) Sincerely, A.A.R. TESTING LABORATORY, INC. Kimberle Freiheit President cc: Best Products Co., Inc. W.G. Clark Construction Ratti, Swensen, Perbix Turner & Associates Redmond Tel: 881 -5812 Fax 881 -5441 • Bellingham Tel: 671 -6430 Fax 671 -6563 • P. O. Box 2523, Redmond, WA 98073 02 -07 -1995 08 :58AM FROM Geotech Consultants Inc GEOTECH CONSULTANTS, INC. 13256 N.E. 20th St. (Northup Way). Suite 16 Bellevue, WA 98005 (206) 7475618 FAX 747.8561 Best Products P.O. Box 26303 Richmond, VA 23260 -6303 Attention: Mike Sweeney TO 4313665 P.01 Subject: Final Letter - Geotechnical Engineering Observations New Best /Future Shop Building 400 Strander Boulevard Tukwila, Washington Mr. Sweeney: February (5, 1995 JN 94379 RECEIVED FEB 0 71995 COMMtJN1Ty DEVELOPMENT Geotech Consultants, Inc. provided geotechnical engineering observation and testing services during the construction of the new foundations and pavements for the Best /Future Shop building at 400 Strander Boulevard. Our work began on October 11, 1994 and was completed on December 22, 1994. The scope of our work consisted of verifying competent bearing soils beneath the new foundations and providing recommendations for structural fill and pavement sections in the new parking and truck lane areas. Our site visits were made when requested by the contractor. During our visits, we observed the excavated footing subgrades for the new foundations located both inside and outside of the original building footprint. Most of these foundation excavations encountered compacted fill that had been placed for the dock -high floor slab In the existing building. This fill was well- compacted and suitable to support the 2,000; pound- per- square -foot design foundation bearing pressure for the new footings. At the southwestem corner of the existing building, the foundation excavations extended through the old fill to encounter loose, native silts and sands, At this location, 2 feet of imported structural fill was,placed beneath the new footings in order to achieve suitable bearing. During the pavement work, we observed the soil conditions exposed by the remov4l of the existing, one -story office building on the site's southwestern portion and the existing pavements. Based on these observations in general, we recommended placing a minimum of 6 inches of imported pit -run sand and gravel or crushed rock material under pavement sections in lightly loaded areas. At least 12 inches of this imported material should have been placed under pavement sections in the heavy truck areas, particularly those along the eastern side of the building. Additional structural fill was needed In several areas where the Post -it Fax Note 7671 Data R7/ ipa��► a From ✓ / C To 13 o e t coIDePt.c 1 T u R v 4 1 . 1 � ' 6 e j=t+e_ t i Phone 4 Phone tt px c m 4 /* Fax w 431— 366S- Fax U p 01 Ste` 0.2 -07 -1995 08:59AM FROM Geotech Consultants Inc Best Products February 6, 1995 TO 4313665 P.02 Jfst 94379 Page 2 subgrade had been disturbed by equipment traffic and water. During our last site visit, we observed the proof - rolling of the parking area west of the building, following the placement of the imported structural fill. This proof- rolling identified some small areas of exbessive subgrade pumping, where the soils should be removed and replaced with in!Iported structural fill. The remaining paved areas were to be proof - rolled by the pavement contractor prior to placing the base material for the pavement sections. To the best of our knowledge, the work which we observed, in accordance with the sbope of our services, was generally performed in conformance with our recommendations 4nd the construction plans. Field memos and letters regarding our observations have been transmitted to you with previous correspondence. If there are any questions, or if we can be of further service, please contact us. Respectfully Submitted, GEOTECH CONSULTANTS, INC. MRM:dew cc: W.G. Clark - Jim Lindholm EXPIRES 10/ 25 /95#: J Marc R. McGinnis, P.E. Associate GEOTKCH CONSULTAN'T'S, INC. TOTAL P.02 detail a scope to drain partial roof framing plan revision wall finish and flashing screw deck ledger angle attachment of metal deck to ledger angle replaces detail detail b revised connection detail plywood detail sk-10 section at entry elevation at entry concrete wall sealing system a detail elevation at entry plywood sheathing parapet wall partial site plan grades and offset between sidewalk and parking partial site plan partial floor plan partial south elevation 10111'362" (LP TILES) cL e "Np3z''(4 Ti t.65 +ti61-0 lit I-1-i 6r1T 7.-4 WCJ "t) &i WEST ELEVATION SCALE: 1/16' =1' -0" REF: A4.1, A4.2, A4.3 r 11 EAST -L IVATIO SCALE: 1/16' =1' -0" REF: A4.5 SL - Z2. FA0-L /AL EA57 -e-1tIOS'T 1 1/1 "..t 1 I. o plan view partial roof plan revision detail b detail a detail b wall finish and flashing concrete panel ledger angle decking screwer attachment of bulkhead top track to roof deck grid detail b plan stress crack through corner of column structural adhesive lag bolts column repair at grid plan view alternate to detail detail f 14 GA. BOT. ie W/ 5/8% EXP. BOLTS 32"oc (3" EMBED) (E) SLAB ON GRADE ANGELES 18 S 400 STUDS @ 16"oc TYP. & 18 S 600 STUDS "SIM" SECT. Y2" APA RATED SHEATHING W/ #8 x 1" SCREWS @ 3" AT ALL PANEL EDGES AND 0 12"oc TO ALL INTERMEDIATE STUDS R A T T I SWENSON PERBIX design sheet check 4* r DATE CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REARS! N SUB PROJECT NAME ADDRESS 'Zit° PR IN CONTACT PERSON ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER VIA Q11 $ TYPE OF REVISION: "t ; ITT PHONE SCA 14r6 SHEET NUMBER(S) 611 11 ZZ , Pevvso SIT..k, L 4( "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: k45.0) is.6.1-47a) ftEueNED crry OF TUKWILA JAti S t95 tow woo 54.2 Huti16-Hcuusticsi AUDIO ACOUSTICS, INC. N223-02-AU-DI-0A-"372N2 1200 West Nickerson - Lower Level Phone (206) 284-4730 Seattle, Washington 98119 Fax (206) 285-3013 TELECOPY TRANSMISSION INFORMATION SHEET TO: W.G. Clark FROM: Chuck Lee FAX NO, 431-0253 DATE: 1/17/95 ATTN. Job Superintendent TIME: PAGES TO FOLLOW: 4 I IF THERE ARE ANY PROBLEMS WITH COPY, PLEASE CALL 206/284-4730 Reference: Best Products Project Following are calculations on DX26 (16' on center) in the event that the inspector requests them. . CALTRS1r AX$HT DO Audio Acoustics, Inc. TEL: 206- 285-3013 HARR—SHAFFER & ASSOCIATES Consulting 6tructaril hpacers 3ar, TYPICAL CEILINGS Y$MIC 13RAC1 G CLIENT: Audio Acoustics ADDRESS: 1200 West Nickerson Lower Level Seattle, Washington CONTACT* Andy White DESIGN CRITERIA: 1) CODE: 1991 2) GRID: DX -26 3) ZONE: 3 4) OCC s 1.0 5) WIRE: 12 ga 6) PART ?: Calling Does Not Brace Partitions MaXimum area to be supported by each 4 -way wire splay group is 304 square, feet with first splay wire group within eight (8) feet of perimeter of ceiling, and spaced at sixteen (16) feet by eighteen (16) feet on center. (Spacing may be adjusted accordingly as long as maximum area is 304 sq. ft. or leas) The following calculations are to determine the maximum ceiling area which can be laterally, supported by one, four -wire splay brace when Donn DX -24, DX-26 and RXM (either RXM512 or RXM612) ceiling grids are used. The following conditions are considered. 1) Ceilings in seismic zones 28, 3 & 4 2) Occupancy importance factors of 1.0 and 1.25 3) 55 ksi splay wires, either 12 gage or 10 gage. 4) Ceiling weight with or without loads from partitions. Maximum partition height of 9' -0" and a minimum partition spacing of 12' -0" on center. There are four wires per bracing group. The wires make an angle to the horizontal plane of no more than 45'. An earthquake ran come from any direction, therefore the total force delivered to any wire group must be taken by one wire. 98119 8,95 10 :5 PAGE NO: 1 DATE: October 22, 1993 PHONE NUMBER: FAX Nl.r (206) 285 -301 (206) 284 -473 ye1 hts: Ceilings = 4.0 psf Partitions = 2450.0 ft x (2 x 2.8 psf(1) + 0.7 psf(2)) r. 2.3 psf 12.0 ft 1.33 Ceilings bracing partitions = 4.0 + 2.3 u 6.3 psf [ETA (1) 5/8 - inch gypsum wall board each side of the wall. (2) 20 gage x 3 -5/8 inch steel stud at 16 inches on center. Au.dil Acoustics, Inc. i TEL: 206- 285 -3013 MARR- SHAFFER & ASSOCIATES Jan 18,95 10:51 No.005 P.03 /( PAGE NO: 2 Consulting Structural Engineers DATE: October 22, 1993 fiJ lowable Force on 12 eage Wirgi. Fy =55.0 ksi Ft =.6(55.0) =33,0kai Awire =rt(.106)2 /4= .00882 int Allow Diagonal Force to wire = .00882(33,000)(1.33) = 3870 Allow Horizontal Force to wire = .707 (387) = 2740 placed at as . angle of 45' Allowable Force on !Osage mire: Fy =55.0ksi Ft= 33.0ksi Awire =11(.135)2/0 = .0143int Allow Diagonal Force to wire = .0143 (33,000)(1.33) = 6280 Allow Horizontal Force to wire = .707(628) = 4440 l towable Force_ TEST VALUES GRID TYPE MAIN TEE TENSION CONN. COMP. DONN DXF -29 3200 DONN DX -24 3200 — DONN DX -26 3340, DONN RXM 3710 4780 4780 8880 3300 o A C e i l i n g R u p n e r R CROSS TEE CONN. TENSION COMP. (See (See note 1) note 2) CONTROLLING DESIGN VALUE VALUE 02.0) (:2.0) 3510 3260 3510 3260 3510 3261 3510 3260 2740 5480 2740 2740 5480 2740 274H ,?4B11 274k 3260 6520 3260 NOTES 1. As '4 of runners are in tension and '4 in compression,Multiply Test Values x 20 2. Factor of Safety = 2.0 Values for DX -24 ,DX -26 and DXF -29 are greater than for 12 gage wirE therefore, the allowable Load for 12 ga wire governs for most conditions RXC cross tees are used with RXM main tees. Lateral Force Determination: Fp= ZlCpWp Fp= Design Value above if applicable Z =0.4 (Zone 4),0.3(zone 3),ar 0.2(zone 2) Map =A *(Wceiling + Wpartitions) 1 =1.0 or 1.25 Cp =0.75 = Fp Wc.aiana = 4.0 psf Z 1 Cp ( Wes. a i + WF•.,- c . ) Typical Allowable Area Determination: Example 1 : DX -24, 12gage wire, Zone 4, 1 =1.25, no partitions WP..r -t a tiOn. = 2. 3ps 1 274# = 183 f to 0 .4(1.25)(.75)(4.0psf) Example 2 ; RXM, 12 gage wire, zone 3, I =1.25, with partitions Amy►,.= _ 27411 0.3(1.25)(.75)(4.0psf + 2.3psf) = 193 f tt Example 3 ; RXM, 10 gage wire, zone 3, I =1.0, with partitions A.., 3260 = 230 f Hud�o HCOustics, Inc. IEL: 206-;25-'61)16 MARR- SHAFFER & ASSOCIATES Consulting Structural Engineers 1991 IJBC s PAGE NO: 3 DATE: October 22, 1993 MAXIMUM CEILING AREA THAT CAN BE SUPPORTED BY 4 -WAY WIRE SPLAY BRACES. Maximum allowable supported area, based upon criteria listed above, a underlined in the appropriate table below. SPLAY BRACES NOT BRACING PARTITIONS: ZONE I CEILING TYPE DONN DXF -29 DONN Dx -'24 W/12 GA. SPLAY WIRES DONN DX -26 1 DONN RXM +l L1L1. W/12 GA, SPLAY WIRES SPLAY WIRES 4 1.00 1.25 3 1.00 1.25 28 1.00 1.25 228 ft2 183 " 228 ft2 183 " 228 ft 183 " 304 " 224 " 304 224 " 304 " 244 " r 457 " 365 11 SPLAY BRACES TABLE SPACE • 457 365 457 " 365 " BRACING 9ft HIGH PARTITIONS Q NOT VALID FOR PARTITIONS CLOSER THAN 12' -•0" o.c. ZONE 4 1 12' -0" o.c.: OVER 9ft HIGH OR SPACED DONN DXF -29 DONN DX -24 W/12 GA. SPLAY WIRES CEILING TYPE DONN DX -26 W /12 GA. SPLAY WIRES 1.00 1.25 1.00 3 1.25 145 ft2 116 " 193 " 155 1.00 290 " 2B 1.25 232 " 145 ft2 116 " 193 155 11 290 232 " DONN RXI'l W/12 GA. SPLAY WIRES 145 ft2 116 " DONN RXM W /10 GA. SPLAY WIRES 172 ft2 138 " 193 155 230 184 11 11 290 " 232 " 345 " 276 " DONN RXM W /10 GA. SPLAY WIRES 272 f t2 217 " 362 " 290 " 543 " 435 " 12' -0" o.c.: OVER 9ft HIGH OR SPACED DONN DXF -29 DONN DX -24 W/12 GA. SPLAY WIRES CEILING TYPE DONN DX -26 W /12 GA. SPLAY WIRES 1.00 1.25 1.00 3 1.25 145 ft2 116 " 193 " 155 1.00 290 " 2B 1.25 232 " 145 ft2 116 " 193 155 11 290 232 " DONN RXI'l W/12 GA. SPLAY WIRES 145 ft2 116 " DONN RXM W /10 GA. SPLAY WIRES 172 ft2 138 " 193 155 230 184 11 11 290 " 232 " 345 " 276 " compression posts marr shaffer & associates CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 IS N SU ITT L ** CITYOFETUU TUKWILA JAN 17 1995 PERMIT CENTER DATE 1 1 i �S PROJECT NAME %1" Q Q ADDRESS 2 40 t'--(\)D,5.4_ ?,144- to CONTACT PERSON nn TViv.4 ") PHONE ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER 294 - 011DS TYPE OF REVISION: S-0,0 6—t" SHEET NUMBER(S) JP, �1'��l��s�. -�a.- c:21 I ti "Cloud" or highlight all areas of revisions and date revisions. C lr SUBMI'I'1'ED TO: 1 J 4.d_�L�L� tPv_"G'.0 0(241.) C.txM'U2+`rAJT JAN- 6 -1995' 12128 FROM RATT 1 §UJENSON PERB I X INC TO 431 0253 P.10 2t'x1S4Ah cam ?°r . ! *HEATH/144 40107$ 14 GA. BOT. E W/ 5/8"0 EXP. BOLTS ® 32 "oc (3" EMBED) (E) SLAB ON GRADE ANGELES 18 S 400 STUDS ® 16 "oc TYP. & 18 S 600 STUDS 0 "SIM" SECT. 1/2" APA RATED SHEATHING W/ 18 x 1" SCREWS 0 3" AT ALL PANEL EDGES AND 0 12 "oc TO ALL INTERMEDIATE STUDS Ori113111A APPROYED JAN 1 0 1995 Alt sUI •ji vim) t -..ai' Nua 4 114 rammigairsa R A T T I • SWENSON P E R B I X c- "WCAPICA project VizN612- client ate NJZ design check rsp no. s eet TOTAL P.10 R O B E R T FOSSATTI A S S O C I A T E S CONSULTING ENGINEERS December 15, 1994 Turner & Associates, Architects 18420 - 24th Place N.E. Seattle, WA 98155 Attention: Mr. Howard Turner Reference: 94 -T -03 (Best) Dear Mr. Howard Turner: A PROFESSIONAL, 1000 NORTON BUILDING 116 SOUTH HOTEL STREET SERVICES 801 SECOND AVENUE SGrrE 202C CORPORATION SFArILE. WASHINGTON 96101 HONOLULU, HAWAII 96813 TELEPI ZONE: 12061 621-1803 TELEPI IONE:18081333.6699 FAN:12061 621.9740 FA,N:18081343.2200 156114-01Z0 RFA # #94102 -03 We have received information on the above referenced project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code as adopted and amended by the 1992 Washington State Building Code. We have no additional comments. We have forwarded the drawings and calculations to the City of Tukwila for their records. Please forward a copy of this letter to the structural engineer. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Sandra B. Stampfli, P. SBS /jw:6 cc: Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RECEIVED DEC 1 6 1994 CC.. r • Best Project: Permit B94 -0135 Plans call for 3000 psi concrete throughout with special inspection required. Plans state that design mix is authorized if approved by structural engineer of record and the building official. To the best of my knowledge I haven't been provided any design mix •information on this project. The approved plans state'that if a design mix is approved batch plant inspection is required. I don't think we've received any batch plant inspection reports from the testing lab. • • The special inspector should have noted on his reports that a design mix was being used and should have been looking for an approval from the structural engineer (hopefully the special inspector is inspecting off the city approved set of plans). Sandra at Fossetti checked the plans for me (we had forwarded them there because of a revision that was submitted). She said that in this case the floor slab probably wasn't structural. I did have her read me all the instructions regarding concrete and special inspection on the plans over the phone. I will look at them closer when the plans come back. After looking at the plans and researching special inspection reports I'll figure out if I should contact the engineer and special testing lab regarding these questionable practices , on this project. Should discuss it in -house to make sure we're doing what we can to prevent any problems up front. DFG, 12/12/94 s..rn.i........- „�......... • DEC -08 -1994 11:07 FROM RATT 1 SWENSON PERE. I X INC ■ Sclq-ot3s Project Data TO W, `.'t. GLA-AK R A T T I SWENSON P E R B I X A77EW7ON 1111 L- 1 3 PI-10 (. M MEMORANDUM X TO 4310253 P.02 DATE IS 43' ' J PROJECT t3E- JT t " KWILA RSP NUMBEA 93359 - 0 3 BY N I - RO` O w PHONE LOG MEE7TNG RECORD SI7! REPORT PARTICIPANTS {~' G : GvN c.P-- 6.44/3 5 oN c QE. REMARKS i • 44. .L zoos 4 471.1. ".A. • .4-4111 i t OrL- A- -4 I . 4r Ate / 4i[..1 ..LI • L /L. i Aid / /..., .4 _au A..s i i.i L / ulr4 �... Lab% a..4 / i / ....y...:��� / GO ✓.iAla2.- / Atha& al Al 1.44 • AILLAL.L. ii. i_ �..1�.r �.__. c7c=°?-,*‘ (.04( Z, (,ozztear' ate- .• • Ar / / - /i �.a-�.,,.1'�. AtA- • / Ratti Sw•ermon Petbix. In;. 1411 Fourth Avenue Building. Suite 500 Seattle WoshinFton 98101 Phone 206.624.8687, Fax 206.624.8268 W). DEC -08 -1994 11:08 FROM RATT1 SWENSON P:RBIX INC TO 4310253 P.03 1z- E3-91- PROJECT DATA PAGE TWO City of Tukwila Department of Community Development December 1, 1994 Robert Fossatti Associates Consulting Engineers 1000 Norton Building 801 Second Avenue Seattle, WA 98104 Regarding: 94 -T -03: Best Products (B94 -0135) John W. Rants, Mayor Rick Beeler, Director Please review the structural revisions per U.B.C., 1991 Edition. Enclosed are the original drawings and two copies of revised structural details. Sincerely, -Bet349 Shellie L. Bates Permit Technician ,6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 (206) 431.3670 I, Fax (206) 431,3665 DATE CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SU It12-Rici 4 Ow, RECEIVED CITY OF TUKWILA NOV 2 3 1994 PERMIT CENTER M1TTAL * * PROJECT NAME eresr G)(20olizz.6 ADDRESS /AO A. P. E . CONTACT PERSON TUkt.060 PHONE af6 74,5) ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER f5c1 q -01 55 TYPE OF REVISION: •Ca..373rufal 4J1 (LLD SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: le2.5e, (105 • DEC -15- -1994 11:22 FROM RATTI SWENSON PERBIX INC TO 6219740 P.O1/O5 Matti Swenson Perbix 1411 Fourth Avenue, Suite 500 Seattle, Washington 98101 Phone: 206/624 -8687 Fax: 206/624 -8268 Fax Cover Sheet Date To From Time ±TI 1 - c.. Fax No. (4 1 l 4"Q 5877 : itWetif •t { k) IC, ' 2V 6ki Hard Copy will not follow J Hard Copy will follow ❑ Number of pages including cover sheet: RE: -t5r ` Pod-ice7w-e eta, A Copy To: gAiiK —7�c� ' DEC -15 -1994 11:22 FROM RATTI SWENSON PERBIX INC TO 6219740 P.02 /05 ■ R A T T J SWENSON P E R B I X a Project Data TO " 41". F2*€/0A-•T —r• DATE 17' i -7 PROJECT T' 'r() lc- T RSP NUMBER AT7EN7TON 'rC/") �TA�{f BY MEMORANDUM X PHONE LOG MEETING RECORD SITE REPORT PARTTQPANTS F'- C- Fb NS 10 (' (2- J (540 eek'f J -r5 pA-r Pic- 13 / t R E M 4 R K S (-Jc 9 4' - 7 - - ( : ) ( C 3 . 9 7 - _.,Cf 't / ez•n° -trot -t . U8G 24-a4(F) te.41.4 .],tc Mlu uc10U, nuu,auvua 0* IIIC *MR space 01 * CI* auau IV . vv ,..•......_.. in Table No. 24 -G. Higher grout pours or smaller cavity widths or cell size than shown in Table No. 24-G may be used when approved, if it is demonstrated that group t ss are properly filled. Cleanouts are required for all grout pours over 5 feet in height. When required, cleanouts shall be pmvidcd in the bottom course at every verti- cal bar but shall not be spaced more than 32 inches on center for solidly grouted masonry. When cleanouts are required, they shall be sealed after inspection and be- fore groutin When cleanouts are not provided, special provisions must be made to keep the re- Or 1' Y 1, >. ) �r44 ci -oWtek �c Rani Swanson Perbix. Inc. 1411 Fourth Awnue Building, Suita 500 Statile Waehinglon 141 Phone 206.621.8687, Fax 206.624.8268 �� diaphragm shears cmu shear wall diaphragm shears north south forces east west forces diaphragm shears new plywood nail MASONRY 25. CONCRETE MASONRY UNIT WALLS SHALL BE CONSTRUCTED OF GRADE N, TYPE I UNITS, CONFORMING TO ASTM C90, LAID IN A RUNNING BOND. MORTAR SHALL BE TYPE "S" PER TABLE 24 -A OF THE UBC. GROUT SHALL CONFORM TO UBC REQUIREMENTS AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS, DESIGN F'm = 1500 PSI. STRENGTH SHALL BE VERIFIED BY PRISM TESTING IN ACCORDANCE WITH UBC SECTION 2405 c, OR MASONRY UNITS SHALL BE CHOSEN IN ACCORDANCE WITH UBC TABLE 24C. FULL STRESSES ARE REQUIRED. UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING REINFORCEMENT: 6" WALLS 8" WALLS 10" WALLS #4 © 48" 0.C. VERT. (2) #4 @ 48" 0.C. HORIZ. 115 CO 48" 0.C. VERT. (2) #5 @ 48" 0.C. HORIZ. #5 @ 32" 0.C. VERT. (2) #5 ® 48" 0.C. HORIZ. IN ADDITION, PROVIDE (1) #5 ( #4 CO 6" AND 4" WALLS) VERT. AT EACH SIDE OF OPENINGS, AT WALL CORNERS AND INTERSECTIONS AND AT FREE ENDS OF WALLS AND (2) #5 ((2) #4 ® 6" WALLS AND #4 @ 4" WALLS) HORIZ. AT ELEVATED FLOOR AND ROOF LEVELS, AT TOPS OF WALLS AND ABOVE AND BELOW ALL OPENINGS. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAMS. EXTEND REINFORCEMENT AROUND OPENINGS 2' -0" BEYOND FACE OF OPENING. IF 2' -O" IS UNAVAILABLE EXTEND AS FAR AS POSSIBLE AND HOOK. PROVIDE CORNER BARS TO LAP HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS. FILL ALL CELLS WITH GROUT. PROVIDE CLEANOUT HOLES AT BOTTOM 0 ALL CELLS CONTAINING REINFORCEMENT Fog- Ps-LL f QR oVEte- 5' -o ". EK q c. 4o4 -(F)j IEXPIRES 4/29/ 6' . 1 L io. vt -99- 16d 0 3 "oc EX. 6x FLAT 16d 0 ZPLATE TO 6x 2x4 0 16 "oc MAX. vz--- (ADD BTWN. EX. AS REQ'D) EX. 2x4 PL. W/ ' /2 "0 A.B. 0 24 "oc MAX. (ADD THREADED INSERTS WHERE EX. A.B. ARE NOT ADQUATE) 1/2" APA RATED SHT'G (EXP. 1, 24/0.) ONE FACE OF WALL. NAIL 0 ALL PANEL EDGES (BLOCK UNFRAMED JOINTS) AND TOP & BOT. PL.'S W/ 8d ® 3 "oc AND 12 "oc TO INTERMEDIATE STUDS. AND (2) LAYERS OF 5/8" GWB EA. SIDE OF WALL & NAIL PER UBC TABLE 47H STRONGBACKING & CONN'S 0 PILASTER PER 15/S4.1 PILASTER BEYOND NOTE: SEE ARCH'L FOR FIREPROOFING REQUIREMENTS 1 • ,.-•°" -c- 12- QP L ■ project C�P)RtS '/29/ .cieo.. R A T T I SWENSON P E R B I X • MC10 PER PLAN 3/4 "O EXP. BOLTS (31/2 " EMBED) iici 024, oc client )0-11 —cT4 R �3 fro date design check 1411 4th Avenue Building Suite 500 Seattle, Wa. 98101 206 -624 -8687 FAX 2nw- 62d_R)KR rsp no. 4..- sheet JOISTS & SHEATHING PER PLAN BLOCK WEB ® LTS LTS12 @ EA. JOIST INSUL. PER ARCH. ®4o"c — jr 16901 LID-It-cot ii ► +ii�ii�iii *i�i�iii�i • ;aIr�����������•k♦ ♦ •.•.••••• • •A Alba. •A 1 GC3 2x3 PLATE OVER ANGLE L- 3x21/2x3/16 (LLV) W /1 /2 "0 M.B. ® 24 "oc & 5/8 "0 EXP. BOLTS (4" EMBED) ® 32 "oc • it EXIST. ROOF FRAMING EXIST. CONC. PANEL EXPIRES 4/29/ Zo11 eh 2 •., r J 1.��...... R A T T I SWENSON P E R B I X project 10 -1 t v 941 4 �l355 o3". date rsp no. Hew 1vrJ client J Ca design sheet ZC�F check ■ 1411 4th Avenue Building Suite 500 Seattle, Wa. 98101 206 -624 -8687 FAX 206 - X24 -R��R BLK'G BTWN JOISTS lodes ® 4 "oc ID - II - S E E 4/S4.2 2 PARAPET 2x6 TOP PL. W/ 1/2 "0 M.B. ® 48 "oc 18HDS 550 1 24 "oc r-eotir DrRi t, 1 ROOF JOI: SHT'G PEF SEE 5/S4. 0WALL — 14GA TOP TRACK R A T T I SWENSON P E R B I X project wi1I client 1411 4th Avenue Building Suite 5b4 Seattle Wa. 98101 10- 11—`x+ date ``11 design check WOIRMINO `335703 rsp no. sheet �OF � 1.. :.: _ . I.._, LTS12 ® EA. JOIST TJI BLK'G PANELS W/ 16d @ 6 "oc TO 6x (2).11'44' /z LV Pei L 4P " WOOD 4,-G2ctw c (o "o , c , ZxCP BC-r2 tups carh35 6A,E1,10 NAIL TOP & BOT. PL.'s W/ 16d oc ��p -tti -q4 L 51/8 PER PLAN • SEE 9/S4.2 FOR CONN TO TS COL. R A T T I SWENSON 1 3 Y ,w6 - project A Ili -1 date cia3n03 rspl� no. design sheet p E R B 1 X 16d @ oc EA IE (® 16/S4.1 ' M.) AND 16d ® . oc EA. SIDE ® 16/S4.1 TYP. (STAGG. ROWS OF NAILS) TJI BOTTOM FLANGE 2x4 PLATE (D.F. /L) ATTACH TO TOP TRACK BEFORE INSTALLING TJI JOIST /BLK'G 1/2 "0 M.B. © 16 "oc CXPIRCS i/29/ qi R A T T I SWENSON p E R B I X 43-r R MoP project 10- )t - ?4. date NJ ( design client 1411 4th Avenue Buildin Suite 500 • ; 1 check 1. • .. rsp no. sheet 0F5 1. - partial roof framing plan roof nailing diaphragm key plan revisions as-built conditions partial south elevation partial south elevation infill interior slab partial east elevation detail e detail f detail g detail h pilaster concrete panel void detail k detail j detail l detail m detail p detail q detail r detail a detail b detail c detail d detail a partial roof framing plan roof repair roof framing plan general notes detail a detail b beam repair at sprinkler line detail c detail d pilaster detail e detail f response to rfi NOV -21 -1994 15 :56 FROM RATT1 SWENSON PERBIX, INC TO ** SO0'39tid 7ti.OS ** WG CLARK CONSTRUCTION CO. GENERAL CONTRACTORS SINCE 1010 TO: Matti Swenson Peabix 4310253 P.02'04 (205) 024-6244 408 AURORA A NORTH, BEATTIE, > WA 00109 REQUEST FOR INFORMATION DATE 11 -2D-94 RFI # 23 IOB # 284 RESPONSE NEEDED BY 11 -21.94 PLEASE SPECIFICATION ON DIV: DRAWING REF: SR-5 REQUEST FOR INFORMATION: 1. We are tumble to attach the stud of the parapet wall on H line to the existing 6 "x14" because the wall is about 1" away we request that we attach 6" stud clip to adsting 6 "x14" with using 4 #S by l S/8 screws and attach the stud to this clip using 4 #8 screws this is the top connection of the parapet wall as per your SR 5. If this is acceptable please issue a revised sketch with you stamp for the building inspector to let use continue or work. 2. This wall at grid 3 to 4 and on grids 12 and 3 the 5' returns frames directly on top of the roof due to there is no opening in the top of the existing panel we will need brace details to support these wall sections please give details. RESPONSE: W.G. CLARK CONSTRUCTION CO. BY 5 re. ul' rummum Oka es0'30dd FIRM POT' I (h) Fe4CON t fK ,_ EY jltG� _ ,eU w DATE nom= Man Aad'10 OM WON 4 L;: 1 dE . 0a MON concrete tilt-up panel roof sheathing detail a detail b plan view c partial roof plan 3/394 Liahtinc Calculations roject #432 Fixture Count —Watts /Square Foot Total Watts Fixtures Type Total Watts Site J 36 126 4536 W 10 210 2100 Z 30 210 6300 U 2 126 252 0 13188 BEST A 1 36 36 C 16 144 2304 F 13 72 936 G 24 144 3456 H 4 36 144 I 73 144 10512 K 4 86 344 L 128 90 11520 M 8 36 288 O 57 90 5130 P 112 144 16128 Q 8 72 576 R 2 72 144 Y 6 72 432 AA 56 455 25480 BB 37 292 10804 0 0 0 0 0 0 0 88234 Future Shop 675 721 48600 DESIGN WATTAGE r II 1500221 CALCULATIONS PER WASHINGTON ENERGY CODE Sq. Ft. of Site 105224 X Sq, Ft. of Best Bldg. 59001 X Building Perimeter Length (ft.) 1260 X Sq, Ft. Future Shops Bldg. 25123 X 0.05 Watt/Sq.Ft. 2 Watt /Sq.Ft. 7.5 Watt /Sq.Ft. 2 Watt / Sq.Ft. Total Watts Allowed This Calculation is based on electronic ballast and T8 lamps. M:1CAD4 \4321LC- E8B.WK3 RECEIVED CITY OF TUKWILA MAR 3 1 1994 PERMIT CENTER 5261.2 118002 9450 50246 182959 OWARD R. TURNER STATE OF WASHINGTON 3/30/94 Liahtina Calculations Protect #432 Fixture Count — Watts /Square Foot Fixtures Type Total J Watts Total Watts Site J 36 126 4536 W 10 210 2100 Z 30 210 6300 U 2 126 252 0 13188 BEST A 1 40 40 C 16 160 2560 F 13 80 1040 G 24 160 3840 H 4 40 160 I 73 160 11680 K 4 86 344 L 128 90 11520 M 8 36 288 O 57 90 5130 P 112 160 17920 O 8 80 640 R 2 80 160 Y 6 80 480 AA 56 455 25480 BB 37 292 10804 0 0 0 0 0 0 0 92086 Future Shop ( 6751 801 54000 DESIGN WATTAGE L 15.92Z4J CALCULATIONS PER WASHINGTON ENERGY CODE Sq, Ft. of Site 105224 X 0.05 Watt /Sq.Ft. 5261,2 Sq. Ft. of Best Bldg. 59001 X 2 Watt /Sq.Ft. 118002 Building Perimeter Length (ft.) 1260 X 7.5 Watt/Sq.Ft. 9450 Sq. Ft. Future Shops Bldg. 25123 X 2 Watt /Sq.Ft. 50246 Total Watts Allowed MACAC4I LC- MAO.WK1 182959 4104 REGISTERED A» HIT EST • HOWARD R. TURNER STATE OF WASHINGTON 4104 II RG!S FRED ARCHITECT' HOWARD R. TURNER STATE OF WASHINGTON Path Engineers, Inc. 17928 Bothell Hwy SE Suite G Bothell, WA 98012 (206) 481 -7735 COMPONENT METHOD ENERGY CODE CALCULATIONS Project: Tukwila Best Date: March 30, 1994 Building Description The building is an existing concrete building being renovated for use as retail space. Building envelope components are as follows: R -0 walls R -4 walls (dryvit) R -15 walls (dryvit) R -20 walls R -25 walls (dryvit) R -40 walls storefront glass roof Insulation R value U value 0 0 11 19 19 38 30 .58 Required U values Required U values are taken from Table 5 -2 of the Washington State Energy Code. Outside air and mechanical exhaust will be automatically shut off for at least eight hours per day for nonoccupancy. Therefore the required wall U value of .30 is taken from the table that is normally used for buildings over three conditioned stories, using the alternative wall allowance described in paragraph 502.3.3 of the code. Proposed U values Proposed U values are taken from Chapter 10 of the energy code or calculated in accordance with ASHRAE procedures. Proposed U value calculations are attached. Enerav Code conformance summary_ The overall heat loss for the entire building is less than the maximum allowed by conformance with the component method required U values in the Washington State Energy Code, as shown in the table on the following page. Thus, the building design exceeds the requirements of the code. Building Component Building Envelope Heat Loss Summary Table Gross Net Area Area R-0 walls windows R-4 walls R-15 walls R-20 walls R-25 walls windows R-40 walls roof slab perimeter Total Tukwila Best / 30—March-1994 Required Proposed Required Proposed U U UxA U x A 17130 16130 0.300 1000 1000 0.300 250 250 0.300 2560 2560 0.300 5800 5800 0.300 6640 6180 0.300 460 460 0.300 1760 1760 0.300 84174 84174 0.035 1248 1248 0.560 0.488 0.580 0.165 0.079 0.048 0.060 0.580 0.035 0.032 0.700 4839 300 75 768 1740 1854 138 528 2946 699 7868 1 580 1.4 41 202 276 372 267 61 2686 10) 874 1 13887 13227 Tukwila Best / 30—March-1994 R-0 walls outside air film 6" concrete inside air film wall R value wall U value R-4 walls 0.17 1.20 0.68 2.05 0.488 outside air film 1" dryvit 6" concrete inside air film 0.17 4.00 1.20 0.68 wall R value wall U value 6.05 0.17 R-15 walls Tukwila Best / 30—March-1994 R-11 insulation / metal studs 6.60 outside air film 0.17 dryvit 4.00 6" concrete 1.20 inside air film 0.68 wall R value wall U value R-20 walls R-19 insulation outside air film 6" concrete inside air film 12.65 0.079 R 19.00 0.17 1.20 0.68 wall R value (insulation section) 21.05 wall U value 0.048 R-25 walls Tukwila Best / 30—March-1994 R R-19 batt insulation / metal studs outside air film 1" dryvit 1" air space 4 layers 5/8" sheetrock inside air film 8.55 0.17 4.00 0.97 2.24 0.68 wall R value wall U value R-40 walls 16.61 0.060 R-19 batt insulation / metal studs outside air film 1/2" sheetrock R-19 batt insulation inside air film 8.55 0.17 0.45 19.00 0.61 wall R value wall U value 28.78 0.035 Tukwila Best / 30—March-1994 roof R , • roof R value 31.34 average roof U value 0.032 R 0 B E R T FOSSATTI A S S O C I A T E S CONSULTING ENGINEERS September 7, 1994 Turner & Associates, Architects 18420 - 24th Place N.E. Seattle, WA 98155 .A PROFESSIONAL SERVICES CORPORATION Attention: Mr. Howard Turner Reference: 94- T- 03/94102 -03 (Best Dear Mr. Howard Turner: 1000 NORTON BUILDING 801 SECOND AVENUE SEATTLE. WASHINGTON 98104 TEI.EPII0NE:1206) 621.1803 FAX: 12061621.9740 V71-1- 0135 116 SOLTI I HOTEL STREET SUITE 202C HONOLULU. ONOLULU. I LAWAII 96813 TELEPIIONE: (8081533.6699 FAX: (8081545.2200 CITY OF TUKWILA SEP 0 8 1994 PERMIT CENTER We have received additional information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. We have no additional comments. Enclosed are the drawings and calculations for your use. lease f atti clculations, as rd a Sven, •n ubmit Very truly yours, cop of this Pe.bix •nd r pies required. tter to - struc spo to e wove evised = ings al eng is omm one c r, N uw r f re ROBERT FOSSATTI ASSOCIATES, INC., P.S. W. Mahan WM/ jw: 4 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite # #100 Tukwila, WA 98188 TURNER & ASSOCIATES September 6, 1994 Mr Vernon Umetsu Plans Examiner Dept. of Community Development Tukwila,WA 98188 RE: Best Remodel Dear Mr Vernon, 18420 24th Place NE, Seattle, WA 98155 (206) 365 -7431 RECEIVED SEP 0 61994 COMMUNITY DEVELOPMENT The enclosed plans for the above referenced project show the site plan changes which we discussed last week: 1. Wheelstops have been deleted from all sheets. 2. A sidewalk has been added leading from the exit door at grid 5 along the north wall to the other sidewalks at the NW corner. An existing sidewalk will serve the exit stair at grid 9.5. 3. Curb has been added to the truck area. 4. The revisions previously discussed using SK -10 have been incorporated onto all sheets. 5. A note requiring a moisture sensor has been added to all L sheets. 6. Sheet A4.3 has been corrected. This revised sheet will come to you via the approved drawings from the structural reviewers. 7. The sidewalk show on sections 6, 7, & 8 on sheet A4.3 can not be enlarged beyond between approximately 3' -6" and 4' -0 ". There is a limited distance from the property line along this entire south side. A note has been added to shts A1.1 and A4.3 requiring that the sidewalk be built as large as possible given the other fixed and required dimensions. 8. The light fixture W shown on the electrical drawings can be adjusted to accomplish the triangular pattern required in the BAR approval. I recommend that you approve the project subject to a mockup of the light fixture in the field. 9. I re- checked the height of the proposed HVAC units, and they all are less than the BAR 5.5' height maximum. 10. 1 re- checked the grading and heights of the stairs and ramps along the south wall at grids 9 and 10. They work with the civil design drawings. 11. A swale has been added to the extruded curb planting detail on sheet L2 showing 3" of freeboard below the top of the curb. Thankyou in advance for your time in reviewing these changes. Sincerely, Howard R. Turner, AIA encl: revised drawings dated 8/30/94 cc: Best CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * REVS! N SUB ITT lk� RECEIVED SEP 0 61994 COMMUNITY DEVELOPMENT DATE 5�X ` 1Gi 1"r PROJECT NAME 'Ma 9 (.eQU- C i ' 3 ADDRESS Z40 () 1.-JDo ` - Q 4- � -r CONTACT PERSON I� �` 0-0 T � PHONE )(0 5 14?)1 ARCHITECT OR ENGINEER ~i�j' j. jJ 1L911 PLAN CHECK/PERMIT NUMBER VA4o eiD5 TYPE OF REVISION: - 667'6 : / t ■ Aa:3 Qt P Ewa) wnom\ (M-rs- 9it.° 1c/ 4 tr,ozntki. SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMI'1'I'h.D TO: \j GQ-(.573Q U Tf project data robert fossatti associates plan check comments truss joist detail on sheet pcc-1 bottom tracks bottom plange tagger detail r Angeles 4817 E. SHEILA STREET Metal Systems LOS ANGELES. CALIFORNIA 90040 ICBO REPORT NO. 2392P 1980 Sheet No. 15 GENERAL NOTES AND SCHEDULES 1. Walls to be covered one side, exterior, or both sides with minimum covering per Uniform Building Code requirements. 2. Bottom track to be secured at anchor bolts by driving solid web down over bolt, using iron pipe section, providing a tight fit; standard nut with 1 -5/8" dia. washer under is then secured. 3. All nails to be common wire nails: Size, number and spacing as shown. Short nails may be used if required penetration per Table 25G, UBC is met. 4. LEGEND: Detail Sheets indicates Detail number indicates sheet number where detail occurs. Minimum* Attachment Schedule for Wall Coverings Type Dia. " Minimum Attachment Approved Laths for Plaster 26 ga. 0209" g Phillips Waferhead Self- Tapping Screws (114" penetration) Spaced per Table 47 -C, UBC Plywoods :6 Phillips Bugle Head Screws. (1/4" penetration) Spaced per Table 47 -G. UBC. Single Ply Gypsum Wallboard and 1 Gypsum Lath Attachment per Table 47 -G. UBC Two (2) Ply Gypsum Wallboard C.2_48 Attachment per Table 47•H, UBC * See Table V tor attachments where racking shear values are required. LALLOWABLE SHEAR VALUES • Self- tapping Screws In Light -gage Shapes Gage Size of Screw Dia. " Minimum Allowable•based on shear on screws Allowable (where governs) Bearing on steel Fy = 33 ksi 26 ga. 0209" 24 ga..0239' #6 ` 0.136 1450 — C.2_48 0.162 205 4 — — #10 0.188 277# 2724 — 412 0.215 362# 311# 356# #14 0.248 483# 359# 411# best remodel structural calculations howard turner and associates lateral analysis wind seismic exterior walls key plan roof a north south forces cmu shear wall diaphragm shears east west forces diaphragm shears new plywood infill strongbacking panels entry canopy entry cnaopy plywood on metal stud shearwalls storage mezzanine critical wall location capacity of connections screw in plywood reaction connection to roof diaphragm AUG -19 -1994 09 40 FROM RATTI SWENSON PEREIX• INC TO 6219740 P.06 technical note AMERICAN. ptywOUb.ASSOC1ATlt)N Box 11700, Tacoma, Washington 98411 1 Area Cods 206.8886600 / TLX 32.7430 NUMBER E8308 FASTENER LOADS FOR PLYWOOD -- SCREWS INTRODUCTION The integrity of a structure is frequently dependent upon the connections between its component elements. For maximum strength' and stability, each joint requires design which is adapted to the fastener type and to the strength properties of the individual structural members. Included In the following tables are ultimate withdrawal and lateral loads for plywood joints fastened with wood and sheet metal screws. These toad values are based upon tests conducted by the American Plywood Association. TEST RESULTS Plywood - and -Metal Connections Self- drilling, self - tapping screws are commonly used to attach plywood up to 1 -1/8 in. thick to steel flanges up to 3/16 in. thick. However, since threads are usually provided on only a portion of the fastener shank, it is important to• specify the appropriate fastener length for a given plywood thickness. This precaution ensures that the threaded portion of the shank will engage in the steel framing. Several lengths and styles are available. Additional details for these types of screws \ may be obtained from specific fastener manufacturers. The following data apply to wood screws and sheet metal screws, e Lateral Resistance: Performance of plywood - and -metal connections is dependent upon the strength properties of all three elements. a) Plywood- critical joints are characterized by a shearing of the plywood veneers oriented parallel to the direction of the applied force. Veneer plugs, whose width equals the diameter of the screw shank, may shear loose and protrude at the loaded end. November 1985 Shearing of screw shank Crushing of plywood FIGURE 1. Failure of Laterally Loaded, Single -Shear Metal -to- Plywood Connection b) Fastener - critical joints are characterized by a shear failure of the screw shank. As shown in Figure 1, once localized crushing of the wood has occurred, resistance to fastener -head embedment Into the metal causes the screw to become a shear specimen and joint behavior is dependent upon the shear strength of the fastener. Shear failure of the screw shank occurs at the wood -metal interface. c) The metal - critical Joint may fail in one of two ways. Failure occurs when the resistance of the screw head to embedment Is greater than the resistance of the metal to lateral and/or withdrawal load, and the screw tears away from the metal framing. Failure also occurs when thin metal in a metal -to- •' plywood joint crushes or tears away from the screw. 1 AUG -19 -1994 09:41 FROM RATTI SWENSON PERBIX, INC TO 6219740 P.07 •N Tables 1 and 2 present ultimate lateral loads for wood - and sheet -metal -screw connections in plywood•and- • metal joints. Loaded end distance in these tests was one inch. Plywood face grain was parallel to the load since this direction yields the lowest lateral Toads .when the joint is plywood - critical. All wood -screw specimens were tested with a 3116 -in -thick steel side plate, and values should be modified if thinner steel is used. TABLE 1. Screws: Metal -to- Plywood Connections(') `ate or Penetration Penetration n. ultimate Wend Load ILb)(b) Wood Screws Sheet Meta) Screw* 18 «10 «12 i18 110 112 1/2 415 (500) 590 465 (565) 670 5/8. — -- -- 500 (600) 705 3/4 — --- -- 590 (655) 715 o) Plywood was C•D grade with exterior glue (ail pees Group 1), face grain parent to load, Side plate was 3/1V-thick stet). (b) Values In parentheses are estimates based on other tests. TABLE 2. Sheet Metal Screws: Plywood -to -Metal Connections(') Framing Plywood Thickness ultimate Lateral Load pb)(b) Screw Size 114'40 Sett 16 110 412 114 (In.) Screw ,� r 1/4 330 360 390 •Tapping 410 590 0.080" Aluminum , 1/2 630 850' 860 920 970 3/4 910' 930' 1250 1330 1440 0.078 " 1/4 360 380 400 410 650 Galvanized 1/2 700• 890• 900 920 970 (14 0e90 3/4 700' 950' 1300' 1390' 1500 (a) Plywood was A.0 EXT (all plies Group 1), face grain parallel to Toad. (b) Loads denoted by an asterisk(') were limited by screw- to•framing strength; others were limited by plywood strength. Withdrawal: 'tables 3 and 4 present average ultimate withdrawal loads for wood and sheet metal screws in plywood - and- metal. joints, based on analysis of test results. Wood screws have a tapered shank and are threaded for only 2/3 of their length. Sheet metal screws typically have higher ultimate load than wood screws in the smaller gages, because of their uniform shank diameter and full - length thread. The difference is not as apparent in the larger gages and lengths because the taper Is not as significant. Wood .Screw Sheet Metal Screw V71 VA 8ER FULL NAILING _�g_S�F�INGE .;+HECTOR-': I (E)GL BEAMS & .-- —I 0 _ :COLUMNS REMOVED �__�� _i.� kn ALONG . GRID ' tD w A C,AP:PEltP 10d 0 6'ac .10d @ 6'ac 5Hrc & NAILING PER PLAN TJI BiK'G PANELS BIM JOISTS W/ 16d TOENAILS 5eoc (4 "e.6.. L� . sue• FISTS =C 1." r "S1M.' SECT. 2x4 CONT. TOP PL. IUD WALL;PER LAN :REFER 12/S3.1. . QR .WAtL :Si r � �ATTACHMENT JOISTS PER.PLAN W f UIT3520 HANGERS -o m 16 • ROOF JOISTS & SHrG PER PLAN SEE 5/S4.2 .O WALL • 14CA TOP TRACK W EXP. BOLT (4" EMBED) . • .44 oniudt ift.K ROOF DECt 1/S4.2 • k„:.. • 9. • i• .• t 2- .• . L 3x3x1/4 0 8.-0"oc (MAX.) COPE & BEND 1 LEGS AS SHOWN -n a 16 x 0 structural calculations for best remodel roof framing roof dead loading column glulam best entry roof south canopy beam . canopies revised again beamt at entry opening thru existing concrete mezzanine framing light storage headers lateral analysis wind seismic roof dl exterior walls key plan roof a north south forces new plywood shear wall diaphragm shears east west forces diaphragm shears new plywood infill strongbacking panels connection plate roof check sign freestanding hvac ross R O B E R T FOSSATTI A S S O C I A T E S CONSULTING ENGINEERS A PROFESSIONAL 1000 NORTON BUILDING 116 SOUTH HOTEL STREET SERVICFS 801 SECOND AVENUE SUITE 202C CORPORATION SEATTLE, WASHINGTON 08104 HONOLULU, HAWAII 96813 TELEPHONE: (206) 621 -1803 TELEPHONE: (808)533.6690 FAX: (206) 621.8740 FAX: (808) 845-2200 RECEIVED AUG 2 5 1994 COMMUNITY August 24, 1994 DEVELOPMENT Turner & Associates, Architects 18420 - 24th Place N.E. Seattle, WA 98155 Attention: Mr. Howard Turner Reference: 94- T- 03/94102 -03 (Best) Dear Mr. Howard Turner: We have received calculations and a response letter to our July 13, 1994, comment letter to review for compliance with the structural portions of the 1991 Edition of the Uniform. Building Code. As our letter noted, we must receive complete submittals which include two copies of all revised drawings. The previous submittal was incomplete due to the lack of drawings submitted. Complete submittals must be provided for our review. Our comments follow: 1. 16d nails through the 1 -3/4" x 2.3" flange of blocking and through the 2 x 4 Hem -Fir Standard Grade plate at 4" o.c. will probably split both the LVL flange and the plate. However, the design does not violate a specific code requirement - just an observation. 2. How are the 1/2" diameter bolts connecting the top track to plate to be installed? Is the plate pre - assembled with the top track? Is the bolt head dapped or is the blocking notched? 3. Screw values given in Table 2 of the submitted APA attachment are evidently based on a 14 gage plate. Determine adjusted values for 18 gage studs. 4. Specify and show in details on the drawings the connection of wall studs to top and bottom tracks; screws or weld. 5. Revision to 7/S4.2 is noted. Resubmit revised drawing for our review. 6. No response received for Comment 3 in our letter of July 13, 1994, which pertained to architectural drawings. Resubmit revised drawings. 94 -T- 03/94102 -03 (Best) August 24, 1994 Page 2 Please forward a copy of this letter to the structural engineer, Nic Rossouw of Ratti Swenson Perbix and respond to the above comments in itemized letter form. Resubmit two copies of revised drawings and one copy of revised calculations, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. W. Mahan WM /jw:3 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite #100 Tukwila, WA 98188 CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUB 1TTAL DATE Sf f /144 PROJECT NAME F.+elf ADDRESS ( i CONTACT PERSON 614.1D\a (,Ji. 1.400 ARCHITECT OR ENGINEER I Cle PHONE PLAN CHECK/PERMIT NUMBER " 0 Z, - 19 1-\-- 0 135 TYPE OF REVISION: SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMI'1'1'ED TO: CITY OF TUKWILA AUG 9 1994 PERMIT CENTER • ev d� , p1y�Y+ir;,fia n TURNER & ASSOCIATES 18420 24th Place NE, Seattle, WA 98155 (206) 365 -7431 August 7,1994, Mr Vernon Umetsu Plans Examiner Dept. of Community Development Tukwila,WA 98188 RE: Best Remodel Dear Mr Vernon, The enclosed plans for the above referenced project show the site plan without your comments from last week. The revisions you most recently suggested are shown on SK -1O. Please let me know if they work, and we will make the revisions to the other full sized sheets. Please do not wait for these revisions to approve the project. Howard R. Turner, AIA encl: revised drawings cc: Best CITY OFETUKWILA AUG 9 1994 PERMIT CENTER vC.'lf.'iiilb?' R 0 13 E R T FOSSATTI A S S O C I A T E S CO\SIJL71\O EXO s1:T:ks July 13, 1994 1 l'kOI'KSSIO \AI, SI;k1'I(3 S COkl'Ok:1rION City of Tukwila 6300 Southcenter Blvd., Suite 1/100 Tukwila, WA 98188 Attention: Mr. Duane Griffin Reference: 94- T- 03/94102 -03 (Best) Dear Mr. Griffin: 1000 NORTON (11ILDI \C 19)1 SECOND AVENUE SF.ATfI l ,11'ASIII\( ;POs 98101 'HUN 12001 021 -1803 MN: (2001021 -97-)0 1((1 SO1'fll I10TEI, STREET saw 202C 1IO \OI 6I.) . HAWAII 90013 '03)2')IONE: (80))) 533-6(199 61,%: (988) 513 -2200 RECEIVED JUL 141994 COIVIIVIulut ( Y DEVELOPMENT We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. 1. Regarding the use of plywood sheathed metal stud walls for shear walls (see comment # #2 in our May 18, 1994, letter), ICBO Research Report No. 2392P was cancelled in March of 1992. To date it has not been replaced or renewed. Submit detailed analysis and design calculations justify- ing the intended use of these assemblies and provide, on the drawings, specifications for the construction to assure a positive load path for both vertical and lateral forces. 2. Detail 7 on Sheet S4.2 shows a 3 x 3 angle at a 2 to 1 slope to brace the top flange of the W27 canopy support beam. With vertical deflec- tion of the beam, it appears that a tension force will develop in the 3 x 3 angle because of its slope. The horizontal component of this tension, acting on the top flange, will tend to rotate the beam an amount necessary to relieve the tension. Show calculations analyzing this condition or make the 3 x 3 angle a horizontal brace between the beam top flange and the concrete wall. 3. Several details are noted on Sheets A4.1 through A4.4 as 1 /A1.0. This sheet is not included in the applicant's submittal. It is also obvious that 1 /A1.0 could not apply at the several different locations noted. Provide applicable details. 4. Provide calculations for the design of the connection of the C10 strongback to glu -lam or blocking at roof. Refer to 15 and 19/S4.1. �:. ,t)1:ia ::%Jr. .x �. ... ✓':?a; :., i.P�r.'.,. '.�'`4 f2'...51a6�. ;.±`�. c, 94 -T- 03/94102 -03 (Best) July 13, 1994 Page 2 Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. a)//(alite W. Mahan WM /jw:2 cc: Turner & Associates, Architects 18420 - 24th Place N.E. Seattle, WA 98155 City tf Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review (512) Control #B94 -0135 5 John W. Rants, Mayor July 7, 1994 Re: Best Products, 240 Andover Park East, Tukwila, Wa. Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.505A) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and City 1 f Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) All extinguishers shall be recharged after use or when an inspection reveals that the extinguisher is damaged, impaired, leaking, under or overcharged or has obvious corrosion. (NFPA 10, 4 -3.3, 4 -5.1) (UFC 10.504A) The inspection tag on the fire extinguisher is required to have the date the inspection or maintenance was performed and the initials of the person performing the inspection or maintenance. (NFPA 10, 4- 3.4.2) Maintain fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 3304(b)) 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 12.106(c)) 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 City f Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 John W. Rants, Mayor obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)) 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. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106- 12.111) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 3314(c)) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) Aisles leading to required exits shall be provided from all portions of buildings. The width and spacing of aisles shall be maintained at all times. (UFC 12.104(b)) Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 3313 (a)(b)) When two or more exits from a story are required and when two or more exits from a room or an area are City Si Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Page number 4 required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 3314(a)(c)) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 3313(b)) 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 #1646) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1646) 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 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 10.601) City f Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 5 John W. Rants, Mayor Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.301(a)) Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. Tukwila City Ordinance #1671 provides that the required width of any fire apparatus road (fire lane) shall not be obstructed in any manner, including the parking of vehicles. Minimum required widths and clearances shall be maintained at all times. 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 Prevent Bureau cc: T.F.D. File slj Turner & Associates 2063657504 P.02 #� va TURNER & ASSOCIATES March 31, 1994, Mr Bob Benedicto Plans Examiner Dept. of Community Development Tulcwila,WA 98188 RE: Best Products Remodel Dear Mr Benedicto, 18420 24t11 Place Ng, Seattle, WA 98155 (206) 365.7431 By FAX This project has been submitted to your department for building permits. Thankyou for your time discussing the building code issues associated with this remodel project. This letter is meant to confirm my understanding of our interpretation of the 91 UBC relative to this project. CONSTRUCTION TYPE The Best Product Remodel is located at 400 Strander Boulevard. The building is being converted from a warehouse/office use to a retail use, and so will remain a B -2 Occupancy. The original building permit from 1966 identifies the building as Type 111 1 -hour construction. We are calling the project a Type IV H.T. Construction, because that is the current definition which most closely describes the existing building. Apparently what we consider to be Heavy Timber Construction was labeled Type III 1 -hour in 1966. The existing construction is as follows: • Noncombustible exterior wall are of 5" tilt -up concrete conforming to Section 2103 (a), These walls qualify as 2 -hr without any additional fire- proofing,as per Table 43 -B, item 6- 1.1,Siliceous Concrete. • The GL columns supporting the roof are 9.5 "x 9,5 ", conforming to Section 2106 (b) • The existing concrete floor will be extended at two recessed dock locations on compacted fill, exceeding the wood systems described in Section 2106 (c) and (e). • The roof framing consists of 5 1 /8" x 27" to 40" GLB's,6 x 14 purlins at 8" OC conforming to Section 2106 (d), stns) a T &.G sr 4 rlPnleinp laid diagonally nnnfnrmin$ to Section 2106 (f). • Construction details conform to Section 2106 (g), • Although the remodel calls for the demolition of all the existing partitions, all new partitions will be rated as 1 -hour per Section 2106 (i). The existing conditions have been reviewed by myself and the structural engineer on the project, and we are recommending this Construction Type. Turner & Associates AREA CALCULATION 2063657504 P.03 Using a base area from Table 5 -C for Type IV, B -2 Occupancy of 18,000 sf, and using area increases for separation on 3 sides per Section 506 (a)(2), (46'- 20'= 26', 26' x.025% =.65, 1.65 x 18000 = 29700sf), and for sprinklers per Section 506(3) (c),(29700 x 3 = 89100sf), it appears that the proposed remodel can be accomplished without area separation walls. MEZZANINES There are two areas which need to be considered. The 1980 sf area is proposed as a first floor area for offices and toilet rooms, with a storage mezzanine above. This mezzanine will conform to Section 1717, in that it will 1 -hour, 1 level, less than 1/3 in area as compared with the room it faces, and will be open to that room. It will open into the warehouse to the north which is labeled 17000s£ This small mezzanineuse one of the open stairs shown on the fixture plan sheet A2.2 down into the warehouse due to it's occupancy load of 7 (1980sf / 300). This stair is part of the permanent two level racking system associated with the warehouse. The warehouse area is proposed to have two levels of racking, Per our earlier conversations, we are planning on designing this racking as an independant system, It will be spaced away from the wall on all sides, and be structurally designed as a separate system. It will have adequate exiting per Chapter 33, shown on sheet A2.2 as two steel stairs. NORTH ELEVATION • The West portion of the North Wall is an Exterior Bearing Wall with a 16.58' setback. The existing concrete panels will be required to have a 2 -hour rating and be Non- combustible as allowed in section 2103(a)(exception 3), because it falls in the area described in Table 5A where openings are permitted (greater than 5'). Openings will be protected within 20' along the North Wall (Table 5A), A parapet will be required per Section 1710. See Wall Section 16/A4.5. • The East portion of the North Wall is an Exterior Bearing Wall with a 58' setback from the propertyline, and so will be reduced to a 2 -hour rating as allowed in Section 2103(a)(exception 3). The relocated concrete panels will require no additional work to qualify as 2 -hour, per Table 43 B, item 6 -1.1, Siliceous Concrete. No parapet will be required per Section 1710(a)(exception B). SOUTH, WEST, AND EAST ELEVATIONS • These existing concrete tilt up walls are Exterior Bearing Walls with a greater than 20' setback along their entire length, and so will be reduced to a 2 -hour rating as allowed in Turner & Associates 2063657504 P.04 2103(3), because they fall in the area described in Table 5A where openings are permitted (greater than 5'). Their existing construction qualifies them as 2 -hour with no additional work. All openings in this wall will be unprotected per 2103(b) and Table 5A. No parapet will be required per Section 1710(a)(exception B), Existing openings which are being filled in will have 2 layers of 5/8" Type 'x' GVVB both sides of metal studs. CODES • We agreed earlier that if our application for a building permit is received prior to April 1, 1994, we will be reviewed under the Washington State Energy Code now on the books, and not under the proposed new Code. I discussed with Duane Griffin that we will not require a soils report for this job, and that a testing lab will check the soils that sit now under exiting floor slab where there will be new footing. Thankyou in advance for your time reviewing these meeting notes. Please let me know if anything is wrong or needs further explanation. Howard R. Turner, AIA cncl:Building Permit submittals cc :Best Products. Gary Swenson, PE Turner & Associates tr TURNER & ASSOCIATES 2063657504 P.01 March 31, 1994, Mr Duane Griffin Plans Examiner Dept. of Community Development Tukwila,WA 98188 RE: Best Products Remodel Dear Mr Griffith, 18420 24th Place. NE, Seattle, WA 98155 (206) 365 -7431 By Hand & Fax Post -Ir brand fax transmittal memo 7671 1# comes ► 4.. Ti.c.x.or iv? 6L35 rr m Co. Co. Dept. Phone Y Fax Ndr 1 S/_DS Fax As I have discussed over the last couple of weeks on the telephone with you and Bob Benedicto,we are ready to apply for a building permit. Thankyou for your time discussing the building code issues associated with this remodel project. The code analysis which was sent to Mr Benedicto has been revised and is attached. Enclosed are the following: A completed Building Permit application form, with assossors Account Number 2 Sets Working Drawing, all Disciplines Two sets Structural Calculations, including rack analysis, with stamp Two sets Energy Calculations with stamp Completed Utility Permit Application 6 sets of Civil Drawings 2 sets Rack Permit Drawings As we discussed earlier, we have not included a soils report or a specification. An approved testing lab will check the soils as they are exposed by demolition, and adequate keynotes cover the materials shown on the drawings. Please call me if you have any questions. Sincerely, Howard R. Turner, A.JA encl :as above cc:Best Products. RECEIVED CITY OF TUKWILA MAR 3 1 1994 PERMIT CENTER RECEIVED MAR 3 11994 COMMUNITY DEVELOPMENT 1 TURNER & ASSOCIATES June 24, 1994, Mr Ken Nelson Plans Examiner Dept. of Community Development Tukwila,WA 98188 RE: Best Products Remodel Plan Check Number B94 -0135 Dear Mr Nelson, 18420 24th Place NE, Seattle, WA 98155 (206) 365 -7431 By hand Thankyou for your correction letter, and your time on the phone discussing the issues. In the following paragraphs, I address each of the comments from your letter dated Aoril 28, 1994 .I also am providing a revised code analysis, following the same format as my previous letters to Mr. Bob Benedicto dated March 31, 1994, I thought it prudent to re -write this document given the change in proposed building type analysis. Also attached is a copy of revised submittal to Robert Fossatti Associates from our Structural engineers. Those submittals have been delivered directly to Fossatti. CORRECTIONS 1.)Your comment about the use of Type TV HT construction has prompted us to change to Type IIIN. Given our new retail use, we find it inconsistent to build the new mezzanine in the HT method required by your interpretation of Section 1717. We now propose using the lesser base square footage of Type IIIN and adding a 4 -HR Area Separation wall at the demising wall between the tenants. Please see our attached code analysis for a thorough review of Type IIIN. See the additional wall section on sheet A4.5, and the revised enclosed structural calculations for the 8 "CMU fully grouted shear wall design which allows this change. 2.)An additional stair has been added at Grid C,10, exiting the permanent mezzanine area. Please see plan sheets A2.1 and A5. , as well as the stair section on sheet A5.3. 3.)Two copies of all missing sheets are enclosed. A2.3 is an enlarged view of the entries, A3.2 are building sections at 3/32" scale. A1.0 is not a drawing in this set. t. 4.)All wall sections have been re- referenced on all A4 sheets to refer to the elevations on sheet A3.1 only, except for the new Area Separation wall section, which is referenced on the plan sheets. 5).Stair /ramp guardrails and handrails sections and details are provided on sheets A4.3 & A5.3. 6).As we discussed over the telephone last week, an additional handicapped accessible exit has been added along the south side of the Best sales area, along with a ramp for access to grade. This brings the exiting up to code, if you count door 24 at the customer pickup area as an exit door ( 3' + 14' + 3' = 20', 20' >18'). As we discussed and verbally agreed, the exits along the north side from the Best stockroom, which were previously shown with a handicap accessible ramps, now are shown with their existing stairs only. The new stair at door 21, near the Best loading dock, is designed with a refuge area at it's landing. The egress code notes have been revised and refer to the overall requirements for each tenant. 7.)With the changes described above, the exit corridor 103 conforms to Section 3305 if it serves the stockroom area only. 8.)Door 16 will therefore not be a part of a required exit pathway; however, doors 7, 9, &13 are, and are shown with the required clearances and hardware. 9).The additional set of grabars have been added to one stall in both Mens 111 and Womens 113. See sheet A5.2. CONSTRUCTION TYPE The Best Product Remodel is located at 400 Strander Boulevard. The building is being converted from a warehouse /office use to a retail use, and so will remain a B -2 Occupancy, Type IIIN Construction. AREA CALCULATION Using a base area from Table 5 -C for Type IIIN, B -2 Occupancy of 12,000 sf, and using area increases for separation on 2 sides per Section 506 (a)(2), and assuming two separate calculations for the two tenants shown, the following areas are allowed. For Best, there is a separation on two sides of over 60', resulting in an increase of the Maximum 50% allowed (60'- 20' = 40', 40' x .0125 =.5, 1.5 x 12000 = 18000sf), and for sprinklers per Section 506(3) (c), (18000 x 3 = 54000 sf). The proposed includes 50,951 sf. For Future Shop, there is a separation on two sides with the smallest being 46', resulting in an increase of 32.5% allowed (46'- 20' = 40', 26' x .0125 =.325, 1.325 x 12000 = 15900sf), and for sprinklers per Section 506(3) (c), (15900 x 3 = 47700 sf). The proposed includes 33173 sf. MEZZANINES There are two areas which need to be considered. The 1980 sf area is proposed as a first floor area for offices and toilet rooms, with a storage mezzanine above. This mezzanine will conform to Table 17A, in that it will Nonrated, 1 level, less than 1/3 in area as compared with the room it faces, and will be open to that room. It will open into the warehouse to the north. This small mezzanine uses it's own open stairs shown on the plan sheet A2.1 & A5.2 down into the warehouse due to it's occupancy load of 7 (1980sf / 300). The warehouse area is proposed to have two levels of racking. Per our earlier conversations, we are planning on designing this racking as an independant system. It will be spaced away from the wall on all sides, and be structurally designed as a separate system. It will have adequate exiting per Chapter 33, shown on sheet A2.2 as two steel stairs. NORTH ELEVATION • The West portion of the North Wall is an Exterior Bearing Wall with a 16.58' setback. The existing concrete panels will be required to have a 2 -hour rating and be Non- combustible as allowed in section 2003(a)(exception 3), because it falls in the area described in Table SA where openings are permitted (greater than 5'). Openings (doors 22 & 23) will be protected within 20' along the North Wall (Table 5A). A parapet will be required per Section 1710. See Wall Section 16/A4.5. • The East portion of the North Wall is an Exterior Bearing Wall with a 58' setback from the propertyline, and so will be reduced to a 2 -hour rating as allowed in Section 2003(a)(exception 3). Openings will not be required to be protected per 2003(b) and Table 5A, if they are farther than 20' from the property line (door 21 is not, so it will be rated). The relocated concrete panels will require no additional work to qualify as 2 -hour, per Table 43 B, item 6 -1.1, Siliceous Concrete. No parapet will be required per Section 1710(a)(exception B). SOUTH, WEST, AND EAST ELEVATIONS • These existing concrete tilt up walls are Exterior Bearing Walls with a greater than 20' setback along their entire length, and so will be reduced to a 2 -hour rating as allowed in 2003(3), because they fall in the area described in Table 5A where openings are permitted (greater than 5'). Their existing construction qualifies them as 2 -hour with no additional work. All openings in this wall will be unprotected per 2003(b) and Table 5A. No parapet will be required per Section 1710(a)(exception B). Existing openings which are being filled in will have 2 layers of 5/8" Type 'x' GWB both sides of metal studs. Thankyou in advance for your time reviewing these notes. Please let me know if anything is wrong or needs further explanation. Sincerely, Howard R. Turner, AIA encl: Building Permit submittals cc: Best Products. Gary Swenson, PE j TURNER & ASSOCIATES 18420 2401 Place N.E. Seattle, WA 98155 (206) 365 -7431 June 24, 1994 Mr. W Mahan Robert Fossatti Associates, Inc., P.S. 1000 Norton Building 801 Second Ave Seattle, WA 98104 Re: Your Job # 94- T- 03/94102 -03 (Best) Best Products Remodel Tukwila, WA Dear Mike, Enclosed are two sets of drawings on blueprint, a copy of the letter and revised calculations from our structural engineer, and a copy of your correction letter from May 18, 1994. If you have any questions at all please do not hesitate to call. Sincerely, +ktio3 Howard R. Turner, AIA encl: 2 set June 20 revised drawings just structural cc: Ratti, Swenson, Perbix, Ken Nelson at City of Tukwila CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 RECEIVED CITY OF TUKWILA JUN 2 1 19941 PERMIT CENTER * * REVISION SUBMITTAL * * DATE 6 1C i ?4 PROJECT NAME kE eDr QYo'V ADDRESS 1c 6-M 1-OK CONTACT PERSON D �L PHONE ARCHITECT OR ENGINEER PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER 5 94 0135 TYPE OF REVISION: 1' 5 �� "'�� C'U L l v 1►.1 6 4.A,5&i L DrtSQ r60 2t l'tb/4 SHEET NUMBER(S) qfp "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: Jr. TRANSMISSION RESULT REPORT TUKWI (JUN 21 '94 03:17PM) DCD /PW THE FOLLOWING FILE(S) ERASED FILE FILE TYPE OPTION 093 TRANSMISSION TEL NO. 9 *- 12066320967 (AUTO) PAGE RESULT 02 OK ERRORS 1) HANG UP OR LINE FAIL 2) BUSY 3) NO ANSWER 4) NO FACSIMILE CONNECTION A fir R 0 B E R T FOSSATTI A S S O C I A T E S CONSULTING ENGINEERS May 18, 1994 A I'ROPI•:SSU)S \). SER1•IC):S CORI'ORATIO City of Tukwila 6300 Southcenter Blvd., Suite X6100 Tukwila, WA 98188 1000 NORTON BUILDING 801 SECOND AVENUE SEXI'Ii.E, 11•ASI IINGTON 88) (14 TELRI'IIONE: (206) 021 -1803 PAX: (20(1) 02( -0710 Attention: Mr. Duane Griffin Reference: 94 -T- 03/94102 -03 (Best) �/ (- ,o "4 0 I a5 Dear Mr. Griffin: 116 SOUTH HOTEL STREET SUITE 202C HONOLULU. HAWAII 96813 TRLKI'I)OXF:: (808) 533 -6(100 PAX: (808) 515.2200 We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. The architectural and structural drawings are lacking some detail. In the next submittal, provide fully completed drawings so that a complete review can be accomplished. We have identified some basic comments below; however a complete review cannot occur until we receive the completed documents. 1. In notes on Sheet S1.1, provide detailed specifications describing scope of shotcrete application including qualification procedures, approvals, tests, inspections and scope of the special inspection services required for this work. Reference to DCLU rules is not appropriate since this jurisdiction does not possess staff to evaluate nozzlemen qualifications, applications, etc. 2. Plywood sheathed metal stud walls are used under the proposed mezzanine as bearing walls and on Grid 11 from B to G as shear walls. Provide appropriate current ICBO certification for these assemblies when used as bearing and /or shear walls or, if such certification is not available, submit detailed analysis and design calculations justifying the intended use of these assemblies and provide, on the drawings, specifications for the construction to assure a positive load path for both vertical and lateral forces. 3. The roof framing at the west and south entries is not sufficiently described and detailed on the structural drawings. The architectural drawings refer to Sheet A2.3, which was not included in the permit submittal. Provide structural calculations and drawings clearly showing these elements and their connections. RECEIVED MAY 2 01994 CUMMUNI 1'Y DEVELOPMENT - 94 -T- 03/94102 -03 (Best) Page 2 May 18, 1994 4. The steel beam on Sheet S2.2 at the west entry should be noted W36x140. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. A W. Mahan WM:1 /jf cc: Turner & Associates, Architects 18420 - 24th Place N.E. Seattle, WA 98155 City of Tukwila John W. Rants, Mayor April 28, 1994 Department of Community Development Rick Beeler, Director Howard Turner Turner & Assoc. 18420 - 24th PI. N.E. Seattle, WA 98155 RE: Best Products remodel Plan check number B94 -0135 Dear Mr. Turner: Upon further review of the subject project, it has been determined that additional information and /or corrections to the plans must be submitted to complete the plan review process. Please address the following comments. 1. The 1 -Hour fire resistive time period referenced in U.B.C. Section 1717 is limited to "partitions" in type IV Heavy Timber construction, review the following. a) The proposed mezzanine TJI floor system will not comply with floor /ceiling requirements of U.B.C. Sections 2103(e), 1717, and Table 17 -A. b) Roof framing plan on S2.2 shows the new entry roof extension to also use a TJI system and 5/8" T &G plywood sheathing. Revise this construction per Section 2103(d) and (f). c) Sheet S4.1 detail 14 shows a 2 X 12 ledger is proposed, qualify the 2" lumber dimension or revise to meet Heavy limber. 2. It is the understanding by this department that exit stairs for the rack storage catwalks and the permanent building mezzanine were to have complete separated stair exit systems. Provide an additional exit stair specifically for the permanent mezzanine complying to U.B.C. Section 1717 and Chapter 33. 3. Provide two copies of each current missing sheet from the set numbered A1.0, A2.3, and 3.2. 4. The wall section details on sheets A4.1 and A4.2 makes reference to sheets A2.1, A2.5, A2.6, and A3.1., only on sheet A3.1 are these wall details identified. Complete all references on the revised plans. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 Page 2 of 2 5. General details for stair /ramp guardrails and handrails have not been provided. If handrail and guardrail details are included on the missing sheets asked for in comment #3, please disregard. 6. The total retail area calculates to approximately 920+ occupants, only two exits have been proposed when three are required by U B.C. Section 3303. Additionally the total required exit width (18 feet) must be divided equally per Section 3303(b). 7. The proposed exit corridor #103 if used as one of the three primary required exits does not comply with all parts of U.B.C. Section 3305. An alternate design could provide a separate exterior exits for the retail area, then use corridor #103 strictly to access the adjoining back spaces with less than 30 occupants. 8. If door #16 is required to the above corridor and has a closer, it must also be provided with an unobstructed floor space extending 12 inches beyond the strike jamb per WAC 51 -20 Section 3106(j) #3B. 9. Regardless of the proposed accessible toilet compartments, an additional ambulatory stall is required.for each restroom per WAC 51 -20 Section 3106(k) #4. To confirm you have received these comments contact this office and /or submit revisions within ten working days. Feel free to call me if there are any questions at 431 -3670, 8:30 a.m. to 5:00 p.m.. . Sincerely, Ken Nelsen Plans Examiner 417 City of Tukwila Department of Community Development .................. April 19, 1994 Robert Fossatti Associates Consulting Engineers 1000 Norton Building. 801 Second Avenue Seattle, WA 98104 Regarding: 94-T-03: Best Products (B94-0135) Please do structural review per U.B.C., 1991 Edition. Sincerely, Shellie L. Bates Permit Technician se John W Rants, Mayor Rick Beeler, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax- (206) 431-3665 CITY OF TUKWILA Search Files by Searching By - 240 ANDOVER PK W Address - >240 ANDOVER PK 240 ANDOVER PK 240 ANDOVER PK 240 ANDOVER PK 240 ANDOVER PK 240 ANDOVER PK 240 ANDOVER PK 240 ANDOVER PK 240 ANDOVER PK 240 ANDOVER PK Id: MISC250 Keyword: SADDR User: 1671 an Address W W W W W W W W W 2 4 0`;.. kbeiVERt M 1;AVA060VikXft:ERRP '250 ANDOVER PK W 250 ANDOVER PK W 250 ANDOVER PK W 275 ANDOVER PK W 275 ANDOVER PK W 275 ANDOVER PK W Use Arrows, Press SpaceBar CITY OF TUKWILA Id: MISC250 Search Files by an Address Searching By - 400 STRANDER BL Address - >400 STRANDER BL 400 STRANDER BL 4(WSTRANDERIBIO 400 STRANDER BL 400 STRANDER BL 400 STRANDER BL 1400 STRANDER:irBI. k,.:400`c STRANDEW $I, 400 STRANDER BL 401 STRANDER BL 401 STRANDER BL 402 STRANDER BL 402 STRANDER BL 402 STRANDER BL 402 STRANDER BL 402 STRANDER BL 402 STRANDER BL 402 STRANDER BL Use Arrows, Press SpaceBar File(s): Act Addrs File Activity: Activity: Activity: Activity: Activity: Activity: Activity: Activity: Activity: Address 4541 5080 4516 2740 2698 1594 0359 L93 -0090 L93 -0091 Clroduct,f2 `2 co 03/31/94 Struct Unit HazMat Floor Own /Occ Parcel HISTORY MECH FINAL HISTORY BLDG FINAL HISTORY BLDG FINAL HISTORY BLDG HISTORY BLDG HISTORY BLDG HISTORY BLDG P -SEPA DNSC PENDING P -DR NRES PENDING 'Gecbtrant U3 PATT E ; {FOWAXCitiga c.Par`ce1: k02231OX- ='007U Activity: 1368 HISTORY BLDG Activity: 1155 HISTORY BLDG Address Activity: 1634 HISTORY BLDG Activity: S92 -188 P -SIGN VOID Address to Select, F2 =Next 18, ESC =New Address & Filters Keyword: SADDR User: 1671 03/31/94 File(s): Act Struct Unit HazMat Addrs Floor Own /Occ Parcel File Activity: 4033 HISTORY MECH FINAL Activity: 3090 HISTORY BLDG FINAL yprofotAPAEO'll PREAPP NRES RECEIVED Activity: S94 -036 P -SIGN WALL PENDING Activity: S94 -037 P -SIGN FREE PENDING Address OWner /OGc' :.:,' ANDOVEP.' ASSOMATES PaP3e1 :' 74 0.22 31. 0„ 'p010t Structure: 01 WHSE Activity: PW93 -0165 PW -LA RTL ISSUED Address Activity: 5187 Activity: 5322 Activity: 2596 Activity: 1191 Activity: 1297 Activity: 0890 HISTORY BLDG Activity: 0983 HISTORY BLDG to Select, F2 =Next 18, ESC =New Address & Filters HISTORY BLDG FINAL HISTORY BLDG VOID HISTORY BLDG HISTORY BLDG HISTORY BLDG CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1677 Activity Table Processing Permit No: B94 -0135 Status: PENDING Base Information Parcel No: 022310 -0070 Owner: ANDOVER ASSOCIATES Tenant: ;BEST .'PRODUCTS . Address: 400 STRANDER BL 07/06/94 BUILDING PERMIT Type: B -BUILD Vers: 9101 Screen: 01 Validated By: SLB Plan Ck Approved: / / Status: PENDING Applied: 3/31/1994 Issued: / / Active /Inactive: A Completed: / / To Expire: / / C of 0 Issued: / / Bus Lic #: Final Notice: / / Nature of Work: CONVERT EXISTING WAREHOUSE TO RETAIL USE. Location: Category: ACOM (N= NEW /A =ADD /ALT + SFR,DUP,TRI,APT,MH,COM,IND) Zoning: CM Gas /Elec: Census Code: 437 # of Units: 1 # of Bldgs: 1 Pub Own:N Streams: Slope: N Wetlands: Water:N /A Sewer:N /A Setbacks - North: .0 South: .0 East: .0 West: .0 Valuation: 1,000,000.00 Fire Protect:SPRINKLERED Type Const: IV HT Type Occ:0023 STORE UBC Edition: 1991 Occupant Load: Occupancy Grp:B -2 F7= Update, F2= Previous Line, F1= Screen Index, ESC = Cancel Update CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 07/06/94 Activity document routing maintenance. BUILDING PERMIT Permit No: B94 -0135 Tenant: BEST PRODUCTS Status: PENDING Address: 400 STRANDER BL Route: 1 Current Route Line: 5 of 10 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa aaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed BUILD 01 01 C BLDG KEN Assigned 04/01/94 05/16/94 .. /.. /.. Priority (0 /low..9 /high): 0 Regular hours (HH.MM): Overtime Hours(HH.MM): Comments 1[FAXED AND LETTER SENT 4/28/94 K.E.N. ] 2[ 3: [ OCC,.,.. LOAD:.. ...ETAIL = 922 3 4[ WAREHOUSE /OTHlR '- 75' ] 5[ , TOTAL _998 ] 6 [EXITS ..•. ...... .. ....; O.K. ] ?[,.:-..:,,.. ,..,-. ] 8 [FIRE `" PLEASE REVIEW AND COMMENT.. ] 9[ ] 10[ aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. • v£ 1 1 v* 1 v1 11 f I'-1 PRE- APPLICA DON PROCESS MEETING ATTEADANCE RECORD CITY OF TUKWILA Depa;tment of Community Development - Building Division Phone: (206) 431 -3670 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PRE- APPLICATION FILE NO. PRE 9 3 - 0 2 3 PROJECT: BEST MEETING DATE: 8-5-93 TIME: 2:30 SITE ADDRESS: 400 Strander DATE CHECKLIST MAILED: 8-6-93 BY: DLM STAFF PRESENT ® Building (431 -3670) ® Fire (575 -4404) ® Planning (431 -3680) 121 Public Works (433 -0179) Parks & Rec (433 -1843) ❑ Police (433 -1804) NAMES / TITLES Duane Griffin /Building Official Steve Kohler /Fire Prevention Denni Shefrin /Associate Planner Ross Heller /Associate Engineer Lynn Devoir /Recreation Superintendent d Permit Center (431 -3670) Denise Millard /Permit Coordinator ® Other: ( - ) Rick Beeler /Chairman APPLICANT / REPRESENTATIVES PRESENT Contact Person Others Present Name Howard R Turner Phone 365 -7431 Company/Title .Turner & Associates Street Address 18420 24 PL NE City /State /Zip S e a t t l e, wA 98155 Name Michael D Sweeney Company/Title Best Products - Street Address 1400 Best P l a z a Name David M Timmons Company/Title Best Products - Street Address 1400 Best P l a z a Name Phone Project Manager City /State /Zip Richmond, VA 23227 Phone Director of Facility Development City /State /Zip Richmond V A 23227 Phone Company/Title Street Address Name Company/Title Street Address Name Company/Title Street Address City /State /Zip Phone City /State /Zip Phone City /State /Zip PRE- APPL!CA.1 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER N CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 ,e'.�v►i4�wlri��.. .1irie,1rts": .. °4 Additional InoorOatIcin. maybe needed a'', I as. ..00-1000001iiovia4w requikaimntili ulatfonS4riayneed_to_bemet BUILDING DIVISION 1Z. 1. Comply with the Uniform Building Code, 1991 Edition. 2. Comply with the Uniform Mechanical Code, 1991 Edition. 3. Comply with the Washington State Energy Code, 1991 Second Edition. Provide energy calculations stamped by a Washington State licensed architect or engineer (see attached format). 4. Comply with Washington State Barrier Free Code, 1991 Edition. 5. Apply for and obtain the following Building Division permits and approvals through the Permit Center: • Building Permit • Rack Storage • Mechanical Permit • Demolition (building) • • Other: 6. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. 7, Construction drawings must be stamped by a Washington State licensed architect. 6. Structural drawings and calculations must be stamped by a Washington Stated licensed structural engineer, 9. A boundary survey prepared by a Washington State Registered Land Surveyor must be submitted as part of the Building Permit application. 10. Temporary erosion control measures shall be included on plans. Normally, no site work will be allowed until erosion control measures are in place. • 11, Rockeries are not permitted over 4' in height. Retaining structures over 4' in height must be engineered retaining walls, and require; a permit. 12. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3. A Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high, 13, Construction documents shall include special inspection requirements as specified in Sections 302(c) and 306 of the Uniform Building Code. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. 14. Construction documents shall contain soils classification information specified in Table 29 -B of the Unifrrrn Building Code, stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. L_ 15. Demolition permits are required for removal of any existing buildings or structures. I1 16. Comply with UBC Appendix Chapter 35, Sound Transmission Control (R -1 occupancy group). jj17. Obtain approvals and permits from outside agencies: jam( ELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries (248- 6630). PLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (Inspec- tions: 296 -4767; Permits: 296 - 4727). KING COUNTY HEALTH DEPARTMENT must approve and stamp plans for public pools /spas and food service facilities prior to submittal to the Tukwila Building Division (296- 4787). Na FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department (575- 4404). 18. 19. 20. Checklist prepared by (staff): Date: v /93 PEE- APPLECAN CHECKLIST •CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO-P�~93 --0A2) PROJECT: %)K11' MEETING DATE: 5?"-5-9 3 TIME:,':-7' SITE ADDRESS: 40D 6-h. ra_J)((P✓ l� FIRE DEPARTMENT- Construction Information KT 1. The City of Tukwila has adopted the 1991 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) izt 2. Fire hydrants will be required. (City Ord. #1626) Li Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service prior to start of construction. By line of vehicular travel a fire hydrant must be no further than 150 feet from a structure; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #1626) Automatic fire sprinklers are required for this project. Sprinkler systems to comply with N.F.P.A. #13. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for approval prior to being submitted to Tukwila Fire Marshal for approval. Submit three (3) sets of sprinkler drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. #1626) 5. Maximum grade is 15% for all projects. 6. Hose stations are required. (City Ord. #1626) 7. A fire alarm system is required for this project. (City Ord. #1626) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of complete drawings. This includes one for our file, one for company file, and one for the job site. Special installations of fixed extinguisher systems, ` e alarm syster , dust collectors, fuel storage, etc. require separate plans and'permits. Plans to be submitte (UFC 10.301) o the Fire Marshal prior to start of installation. Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) 10. Buildings utilizing storage of high piled combustible stock will require mechanical smoke removal per Section 81 of the 1991 UFC. 11. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.207) 12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. Z13. Adequate addressing is required, Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) K14. Designated fire lanes may be required for fire and emergency access. This requirement may be established at the time of occupancy and /or after the facility is in operation. (UFC 10.207 as amended) i15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans. repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) 16. Fire Department vehicle access is required to within 150' of any portion of an exterior wall of the first story. Fire Department access roads in excess of 150' require a turn around. Fire Department access roads shall" be not less than 20' wide with an unobstructed vertical clearance of 13'6" (City Ord. #1632). Adequate fire flow availability will need to be demonstrated for this project. .ao Cd c4 ILL LAC ,09,6411€___LZA- Checklist prepared by (staff): Date:_ 7 s2P/ it PRE-APPLICKTION CHECKLIST .. CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO. '6))-9-.0,7-b PROJECT: 13-6-q- MEETING DATE: - `r 673 TIME :, .' 6 SITE ADDRESS: 400 �1 r, /4f sre; rased .�oa'a'prfeli»lnaq,;iYiew:'� • 01- o�Omer r p!rem, e, ns %Ogylationsniaineed;10ibe,*et. FIRE DEPARTMENT - Inspections 1. Underground fire line from vault to riser a. Thrust block and rodding e. Hydrostatic test b. Type of pipe f. Fire Dept. approved plans c. Depth of cover g. Materials and test certificate d. Flush 2. Overhead sprinkler piping e. Hydrostatic test b. Trio test c. Alarm system monitoring test 3. Underground tank a. Location b. Distance between tanks c. Distance to property line d. Depth of cover Fire alarm a. Acceptance test b. Fire Dept. approved plans Hood and duct inspections a. Installation b. Trip test 6. Spray Booth a. Location b. Fire protection. c. Ventilation d. Permit r i 7. Flammable liquid room a. Location b. Fire protection c. Permit 8. Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width 9. Fire doors and fire dampers a. Installation b. Drop testing d. Fire Dept. approved plans e. Sprinkler head location and spacing e. Vent piping, swing joints, fill piping, discharge piping f. Anchoring g. Hydrostatic test h. Separate Fire Dept. approved plans 10. Fire final a. Fire Dept. access b. Building egress and occupancy load c. Hydrants d. Building address 11. Other: a. b c d Fire protection systems: (1) Halon systems (2) Standpipes (3) Hose Stations (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers e f g Checklist prepared by (staft): ___ Dater YV,;I v P RE-APPLICA OIN CHECKLIST 1-- r RECEIVE CITY OF TUKWILA JUL 2 7 1993 " DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION - PERMIT CENTER TUKWILA PUBUCr- WOR(<S, PRE- APPLICATION FILE NO • MEETING DATE: • 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 TIME . 6.SITE•ADDRESS: 1 PUBLIC WORKS DEPARTMENT The following comments are based on a preliminary review.. Additional information may be needed:: Other req irements %regulations may need to be met. PP or and obtain the following permits /approvals through the City's Permit Center: Channelization /Stri ping/Sig ning Curb Cut /Access /Sidewalk (J Excavation (public) Fire loop /Hydrant (main to vault) (T) Flood Zone Control CT-) Hauling (2.000 Bond. Cert. Ins.) (? ) Landscape Irrigation ( ) Moving an Oversized Load ( ) Sanitary Side Sewer (-) Sewer Main Extension (private) C---) Sewer Main Extension (public) (7) Storm Drainage ( ) Water Main Extension (private) -) Water Main Extension (public) Water Meter (exempt) ( ) C) Water Meter (permanent) Water Meter (temporary) n Other: Hauling Permit required prior to start of any hauling of material on public right -of -way ($2,000 bond, $1,000,000 certificate of insurance, route map and $25.00 permit fee required). All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. 21 4. Water and sewer assessments may apply and will be determined during the utility plan review process. ) pro-(e.sY , o►- L11 on A-Pu) t Stru,ndeir. Do 6. ie. Check. \J 1ve.. Pew re. loop. 5. Provide sidewalks per Ordinance Nos. 1158, 1217 and 1233, or-eb tain-waiver.- 6. Provide Hydrological- Geotechnical analysis. ✓j 9. I1 Provide erosion control plan as part of grading /fill permit application. Identify building elevation above 100 year flood elevation per FIRM maps (use NGVD datum and recognized benchmarks). Provide traffic analysis /trip generation study for: 10. Provide developers agreement for: ra/11. Provide the following easements and maintenance agreements: l i I 31, d- ac ys . 12. Provide water /sewer availability letters or certificates from districts serving your development. 13. Obtain METRO Waste Discharge permit or approval (684- 2300). 14. Complete Industrial Waste Survey and return to METRO (self addressed and stamp provided). 15. Review the following City studies when designing your project and preparing your plan submittal: 16 _5e,a_k GG 6' ? /Lr. T I / 17 (AA 4e t` pji [ 'I tla ser- oPo - �4 -L ref 1 rerrwv7? 18. y1\kI -vi) ( -1-h- i rl_ -k' - ..A4I0(1- yc1. 19. 20. Checklist prepared by (staff) 0.. _ Date' g dr PLAN REVIEW NAME : 57 PLAN REVIEW TYPE: PLAN: TI. . V5e'UP : CHECKLIST: OTHER: e/3/93 PLAN REVIEW DATE: SIERRA # Water: Fire Loop Hydrant: Vault: Landscape Irrigation: Sewer: Drainage: Flood Zone' Control: C1 Plan dated: 7/�, 4/Q 3 . Location: 906 57 e./4i&&/L %,/l /n_Phone: 3816"-. 74/3) )\1(-; ,O roi e 5 -• e).- A P 1A% - Ue/ec∎ . ..Land .Altering: O4, re-\ oc- t ..s ; :\e +..4.sl ic Move Oversized Load: • `.e �T u r1 • 1. dr c- 4'1.1 a,., Right of Way:U d Skow Razocm-ro t) sx. N.rG /3p a/C of Channelizatio / S'- C'Ao•c\e• C-kckrfneli24 \∎QA uu.1 CODrecin0%Gt. Signalizatio Striping: SO SQhu.rziyr' Ci•ttr�Aw -ads) A n loo\ r •� 1 u a c� e.1c.•ar� Curb Cut/ Sidewalk: Traffic: Street Use: Underground: Developer Agreement: Turnover: Other: wcuT ripip, a 14 -L s 3 0,1e Pi v•-) dyd "rw . s' eyer5A1 P;'/ /- 1yor�.JT sr�r.GF_r L/C,fr7 c.) fj Is w r e.Ua c.cilm -A c•.r mA : -CO r W i r.� e r; � A O ;,,st "'' s Ebocu4r� I-C N F•F1 c s1121•1 AL ar, ► ti"1 afl rdriig rck c M , 4V) o r s �r4f{; t ��; p eta.0 ,'vr exic"\I met okrc\ C\e\4'- rd (,),se 'Cur `'`"); PT, "rr,yo t3rstr';\ 4,uh \ro ck. r e•c. - 1 c`\ C +' fir+ v �n•A l�P /1 �N S11i'Fttilr)C� /c- T`�,/� f /- ��r�l� gcke4r ti (FPA! ` 1C`e walk) r\L)) v ier) c\ A; Naa Le.v.Ascc i"r 4.4 \)ava. Trees <` C4340 SiAewo* t ��e F °‘h � R 'Het ctµ°a ) YV2CA chAr\ ier \t/e./aPt-- a NA• kV G11t11 cd.d2S.dovek2sc w+ N1A :rft.S '\l►-Q L.) QS PRE- APPLICAT'N CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER PRE - APPLICATION, FILE MEETING DATE C/ 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206).431-3670 �3U SITE ADDRESS:. 4-01) The following comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to be met. PARKS AND RECREATION DEPARTMENT /0 f' • .r /.1--or:„ti ILA <( • 1;1 I.."( • PRE- APPLECAC?N CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO. -/ J' PROJECT: t2 1t MEETING DATE: (75 TIME ' SITE ADDRESS: il-66 $/nG-J ?d /" 4) 1ir..��V1r'i *IIYi 1 11.`. 4. 16) 7. 600/0407 rC� �edn` � ate .� aSe d. na . / a ll �1 na* { � !Wain t;�1e edt ;``+y.. .;' S�• ; t�R:. : ,O1her,:requiremBriIsI egtd$ UOns.miay beech PLANNING DIVISION -- Land Use Information Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) Obtain the following land use permits /approvals: (n B• oundary Line Adjustment ( ) Building Site Improvement Plan ri C• omprehensive Plan Amendment ( ) Conditional Use Perrnit Design Review Design Review - Interurban 1 ) E• nvironmental (SEPAyP2) \ C" ( P• lanned Mixed Use Development Ci Planned Residential Development ( ) Rezone () Shoreline Management Permit O Shoreline Management Permit Rev. Short Subdivision Sign(s) 0 Subdivision r Unclassified Use ( Variance ( Other: Zoning designation: Site located in sensitive area? Yes J No Minimum setback requirements: Front: C7 i Side: _ Side :_ Maximum Building Height:, Height exception area? ( I Yes No S Minimum parking stalls require •Z ;-;,ti 9 �Iarz Handicap stalls required: No more than 30% of required parking stars may be compact. No landscape overhangs into compact stalls are permitted, although no wheel stops prior to hitting the curb will be required. 8. Minimum landscaping required: Front:) 11__ Side: i Side: 5 " Rear: 9. Landscape plans must be stamped by a Washington State licensed landscape architect. All landscape areas require a landscape irrigation system (Utility Permit Required). 10. Roof -top mechanical units, satellite dishes and similar structures must be properly screened. Provide elevations and construction details as part of building permit application submittal. 11. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations and construction details as part of building permit application submittai�(cGLt 12. Building permit plans which deviate from that already approved by the Board of Architectural Review may require re- application for design review approval. 13. Dg.,c3 1iIEC11AR_ a1 lct,l LYE C.� l r't rvtL%Il �' r�L /No) EVE' -etEr • A eP 14. ( L 1 U ,__ r' : n Aeet m/ D NIctext 15. off' C.cci L R-.' 16. ra Ll . C i ? Cit4 ��--1 18. P�PXsc C0045 \ n .8 � 91 c �1_ � ! �c�Gr 'S 1eil are.,; --- 19. 1J C_ {1/.,0r0 .5 '" b, .1;c0 _L2i- �� 20. _g"'vn Enn11,3 e� t� �`.(_ - Aaw ► NCA -1'0 Checklist prepared by (staff):._ �• _ Date: ti, � : PRE- APPLICAAON CHECKLIST CITY OF 'TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION - PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO. MEETING DATE: q5 req ?2' CO-3. PROJECT: TIME? 7b SITE ADDRESS: 4-bb ' fqzrd?,v The Wowing comments are based on a preliminary review. Additional information may be needed, Other requirements /regulations may need to be met. POLICE DEPARTMENT PRE- APPLICATION FILE NO. Pre 93023 PROJECT: BEST MEETING DATE: 8/5/93 TIME: 2:30 SITE ADDRESS: 400 Strdr Blvd CRIME PREVENTION SECURITY RECOMMENDATIONS 1. Security Camera System: Recommend that a good quality surveillance video camera system be installed during construction. The cameras should have sufficient quality to be able to identify a subject from the video recorded tape. One security person can monitor several areas of concern with a surveillance video system. It is a deterrent to potential thieves and great for prosecution to have the actual crime on tape. 2. Security Alarm: Recommend installing a security alarm system during construction that would report a robbery in progress as well as a burglary in progress when the store is closed. 3. Restrooms: If the restrooms are open to the general public I recommend they not have false ceilings. There, have been problems with subjects hiding in the ceiling area and then dropping down later to do robberies. Also ceiling areas have been used to hide merchandise wrappings. 4. Doors: Doors should have quality locking mechanisms with minimum one inch deadbolt locks. All exit doors shall be operable from the interior without the use of a key or any special knowledge or effort. The Crime Prevention Unit should be contacted for information regarding correct hardware usage (433- 1823). 5. Windows: Consideration should be given to providing hardened coverings for ground level windows where glass breakage would allow for access to building interiors by burglars. 6. Orientation of Windows: Windows should be located so that the parking lot,area can be easily surveyed by employees inside the business. Also the windows should be located so that a patrol car passing by can easily survey inside the business, this helps reduce the opportunity for armed robberies. 7. Graffiti Prevention Program: It is important to win the war against the fraffiti "artist" and keep your building attractive for customers. New non -stick anti - graffiti water -based or wax like coatings are now available to make an effective barrier against graffiti or other potentially staining substances. Contact the crime prevention unit 433 - 1808., , 1 8. Lighting: Energy efficient security lighting is a relatively low -cost, yet extremely effective way to protect your business. A well - designed system will: Illuminate a security target. Burglars and vandals simply don't like light, preferring the cover of darkness for their dirty work. Create a psychological barrier. Alarms can frighten would -be intruders away once they've reached your building. Security lighting discourages them from even coming near in the first place. Provide people with a legitimate sense of security. Lighting protects not only you, but employees and customers. Help security people and police identify and capture criminals. Well-designed security lighting will help you meet these basic security objectives along with those that may be unique to your business. s "' 9. Landscaping: Plant materials should be placed and maintained so to provide visibility and prohibit hiding places for unauthorized people around ground level door and window areas Sticker shrubs may discourage crime activities. Low shrubs and umbrella trees (where the canopy is maintained above five (5) feet from the ground) will allow surveillance opportunities, hence reducing the potential for criminal behavior. Checklist prepared by T. Kilburg 433 -1823 8/3/93 wg clark construction company labor and industries • •- : SHEET INDEX • ARCHITECTURAL A0.1 COVER SHEET A0.2 KEYNOTES All STE PLAN At2 SITE DETALS A2.1 FLOOR PLAN SH PLAN A2.2 FIXTURE �da PLANS A2.4 DEMOLITION PLAN A2.5 ROOF PLAN A2.6 REFLECTED CEILING PLAN A2.7 PANT AND FLOOR FIKINSFNG A3.1 ELEVATIONS A3.2 BULDING SECTIONS . A4.1 WALL. SECTIONS & COPING DETALS A4.2 WALL SECTIONS A4.3 WALL SECTIONS A4.4 WALL SECTIONS A4.5 WALL SECTIONS A5.1 DOORS AND DETALS A5.2 TOLET ROOMS A5.3 PARTITIONS, DETALS, FINISHES A5.4 CEILING DETALS STRUCTURAL st1 GENERAL NOTES 51.2 GENERAL NOTES 521 FOUNDATION PLAN 52.2 ROOF FRAMING PLAN S3.1 CONCRETE DETALS S4.1 FRAMING DETALS MECHANICAL M1 MECHANICAL PLAN M2 MECHANICAL PLAN M3 MECHANICAL DETALS M4 MECHANICAL DETALS M5 MECHANICAL SO- EDU.ES ELECTRICAL EO E2 E4 E5 E6 E7 E9 SITESY PLAN ULE POWER PLAN UG PLAN DDETAALLS DETALS DETALS LANDSCAPE L1 LANDSCAPE PLAN L2 LANDSCAPE DETALS L3 RRIGATION PLAN L4 RRIGATION DETALS TRAFFIC SIGNAL 2 POLE DETALS 3 SIGNAL PLAN CIVIL Cl UTLITY & FNSH GRADING PLAN C2 NOTES AND DETALS C3 STREET C.FIANELIZATION (6/15/94) a a a a • (9/93) (8/3/94) SURVEY ALTA /AGSM LAND TITLE SURVEY (6/91) 0. .• CONSULTANTS ARCHITECT TURNER AND ASSOCIATES 18420 24TH PL NE SEATTLE, WASHINGTON 98155 (206) 365 -7431 FAX 365 -7504 cCOONNTTACT: HOWARD R. TUtNER, AIA STRUCTURAL ENGINEER RATTI SWENSON PERBIX 1411 FOURTH AVENUE S EATTLE, WASHINGTON 98101 206) 624 -8687 ACT: NICK RUSSOUW MECH /ELEC /PLUMBING PATH ENGPEERS 17928 BOTHELL HIGHWAY SE., SUTE G BOTHELLLL,1 WASHINGTON 98012 206 ACT: LARRY BOYER (ELEC AL)) CONTACT: TOM PRESSLER, P.E. KCHANCAL) CIVIL & SURVEY 2009 M 0. AaVEEME �S nTILE, WASHINGTON 98102 206 323 -4144 FAX 323 -7135 ACT: JON I E. ANDERSON, PE. LANDSCAPE ARCHITECT LANDPLAN 600 MAN STREET, SUTE D EDMOPDS, WASHINGTON 98020 206 776 -4932 FAX 774 -7803 W4TACT: SHAWN PARSONS, RLA./307 TRAFFIC ENGINEER TRAFFIC PLAN4KG APD ENG €ERNG, I C. 2101 112TH AVEItIIE NORTHEAST KUIVIWASHNOTC14 98004 206 4W-5320 FAX 453 -7180 WIffACT: MARK JACOBS, PE SIGNAL DESIGN DAVD L HAM.N & ASSOC. 136 DEXTER AVE NORTH MWASHINGTON 98004 206 285 -9035 ACT: DAVE HAM.N, PE OWNER'S REPRESENTATIVE BEST PRODUCTS CO. NC 1400 BEST PLAZA I, VA 23227 804 261 -2361 FAX 804)_261 -2029 ACT: M E , PROJECT MANAGER anssigor- .....00„c„,Annese v,A A • volt Ivor • • • • CODE INDEX GENERAL aLDNG CODE: 1991 U BC OCCUPANCY CLASS: 82 N SPRNKLERED, SPRN(LER DESGN BY CONTRACTOR SPRNO.ER CODE: •FPA N 13 FRE CODE: 1991 UFC ENERGY CODE: WA STATE ENERGY CODE 1991 2nd EDITION AREA TOTAL DOSING BULDNG AREA (INCLUDING DOSING MEZZAME) 101,575 SF DEMOUTIONNCLUONG EXISTING MEZZ 18,365 SF MMAXIMUM I -IGHT: 2 STORES 40 T _ PROPOSED PROPOSED OTAL OPEN BULGING MEZZ.) 86,104 SF AT BEST,SEPARATION ON 2 SIDES, (60.-20 X .0125 • 5019AAX 15 X 000 SF X 3 s MAXMUI ALLOW AREA 54,000 SF AT SHOP,SEPARATION 0112 , 48 -20 X .0125 = .325 1325 X 12,000 SF X 3 • MORN ALLOW BULGING AREA 47,700 SF A 41-R SEPARATION WALL IS REQUtED BETWEEN BEST FUTURE RETAL STORE,MD 52931 SF 33,173 SF EGRESS SEST PRODUCTS RETAL STORE OCCUPANT L00:130,000 SF. / 30) + (22,931 SF. / 500) = 1046 OCCUPANTS DOT WDTH REQ1M64T. 1046 x 0.2 = 209 INCHES EXIT WDTH PROVDED: 384 ND- ES(SEE CODE ANALYSIS LETTER) MIRE SHOP 30) (4� OCCUPANT W ROAD. 29,002 SF. / .02 = 19514CHES/ 500) = 976 OCCUPANTS DOT WDTH PROVDED: 216 INCHES MAXIMA TRAVEL DISTANCE ALLOWED FOR SPRNCERED BU.DNG = 200 FEET ARI?ANGENENT OF EXITS PER 3303(c) ZONING ZONNG BULDNG SETBACK LINE MAXIM HEIGHT 04 F STRAND R APD APW), 5' REAR(NA), 5' SEES ENERGY CODE CONFORMANCE SUMMARY THE OVERALL FEAT BY 1 TAAB.E 25- OF TIE NARRATOR NARRATOR LESS THAN DE WHAM ALLOAED Y SWAN 11 TIE TABLE BLOW 1)4* HE B.LC 40 OES ON M ECO TIE AEQt 4tS OF TIE CODE. BLOND ENVELOPE /FAT LASS StAMWRY TABS GROSS /ET R GURED PROPOSED REQIRED PROPOSED ELM COMPOIQirS AREA AREA u U w* UMrA R -2.1 WALLS 17130 0130 0.300 0.488 4839 7888 LASS 1000 1000 0300 0.580 300 880 R-61 WALLS 250 250 0.300 01E5 75 41 8-12.7 WALLS 2580 2580 0.300 Q079 788 202 R -20.8 WALLS 3800 5800 0.300 0048 1740 278 R -13.7 WALLS 6840 8610 0.300 Q000 054 372 GLASS 480 460 0300 Q580 138 287 R -28.8 WALLS 1780 1780 Q300 Q035 528 81 RCOF MAIM 4'W 84174 84174 0.035 0.032 2948 2888 SLAB PEi,E1iR 1248 1248 0.580 Q703 899 874 TOTAL - - _ 13087 13227 1 TIE PARAMETERS USED N TFE CALQLA1DIS ARE AS FOLLOWS TYPE OF IEA1M SYSTEM GAS WAt.ROOF AID FLOOR U- VM.IZt FROM CHAP= ID OF 2 WSE�C MOE APPLCAB2�Ej FRA NC NOISED NC N H CHAPTER /0 APE G1L�AS SIEINII PI.S. tRP MATER N ROVAUES E A FO LILAE PAT TMLOUGH A43 FOR ORARE ) IVSLLAT�1 R- VALUES AiE AS FOLLONIS . • F1tt COPY �_�,ws ate Q18nCMOIt$PP�•�-.',��ysot that the 9ett4tiA'�� j env 1understand otn'a9ton vndappro fin. echo errors ot a thorise the Receipt e tans doe or ordinance. _��aa..eeau p coda langecklte^" "" ttectoa cop`►cA apptoyedp 1 / tract�T 8 SY pat permit to. ea MD APP I TRO V� ELD S .P 1994 [ {ijI LNG NIYS GENERAL NOTES ,41214691ifoLtam TO LOCAL APO STATE a a" PTO ALL AV" 3, diifElll. OOI g TO FACE OF STUD NOM a ALL EXCLUSIONS 01 TION3 9iOU1D .l PROVED &T IHRIPP 1011 MMNA WARY �f rl WORM _ _FCPJ HAWS A F tX>�I FOR et OOAPEa mom Mutt t LOWED iaR PLE TO 00 S0; 7. alt arSE DATA 8 MAD 9YiLL TAKE C a k1 isaBL�iA aEl s' AFFTETmEDA O MaIMRSTILLP WSSI6 • FACTORY ACTUAL RICO TO MAUNDY( Q SSESUMMED TO ne QnY FCR AL SHINS PIER TO INSTALLATION 11 F° R��OEaA AS SSPEWEDOO ED CONTRACTOR �C7 IY It AID ODOR SHOE R£SPOE6BE FOR ALL ELECTRCAt. VICINITY MAP SYMBOLS LEGEND COLUMN LINE INDICATOR KEYNOTE INDICATOR WALL SECTION INDICATOR • BLDG. ELEV. INDICATOR Qt0-A10 DETAL PDICATOR ELEVATION INDICATOR 1-A2 DETAL INDICATOR STORAGE ROOM NAME & NUMBER 100 DOOR NUMB COLOR INDICATOR TAS I- EIGHT/ELEV. INDICATOR ere PLAN ELEV. MARKER Q WALL PARTITION TYPE W Q V 0 D Z a W Z FAX: (206) 365 -7504 RECEIVED Ll) SEP 1 1994 aBERT FOSSATTI ASSOC. 0) Z p LiJ ~ U ° -J C1. 1 d. J w N CD la N f- LIJ 00 (n N (O r-J C4 N w COVER SHEET K E Y N T E S DIVISION 2 SITE & DEMOLITION 27 REMOVE EX WRE MESH FENCE AT COMPLETION OF JOB, SEE All C2,0 REMOVE EX CONC CURB & GUTTER, SEE All 21 REMOVE EX CONC SIDEWALK AND STARS, SEE A2.4 24 REMOVE ALL EX ASPHALT PAVING, SEE SURVEY GO REMOVE EX CONC DRIVEWAYS, SEE A14 CIVL AND SURVEY Grp PROTECT & RELOCATE EX LANDSCAPING, SEE LAND ARCH DWGS 2.7 N• EW LANDSCAPING PLANTER, SEE All & LAND ARCH DWGS RELOCATE EX FRE HYDRANT, SEE All & CIVL DWGS 29 E• X FRE HYDRANT TO REMAIN, SEE All & CNL OWLS 2.10 RELOCATE EX STREET LIGHT TO BACKSIDE OF SDEWALK, SEE At1 211 N• EW ASPHALT PAVING, SEE At1 & CNL 2.12 NEW HEAVY DUTY ASPHALT PAVING, SEE At1 & CIVL ( 2.13) NEW TRAFFIC SIGNAL, SEE S GNAL DWGS & At1 2.14 NEW TRAFFIC CHAMELIZATION, SEE At1 & CIVL Ciii) 222 ( 223) 224 225 Cali) 227 DWGS NEW POURED N PLACE CONIC CURB & GUTTER, SEE DETAL 9 /At2 & CML NEW POURED N PLACE SDEWALK WITH SCORELINES, BROOM FNSH, & EXPANSION JOINTS, SEE DETALS 3,6,7/Al2 NEW EXTRUDED CONC CURB, SEE DETAL 4/A1.2 N WWI /WATER SEPARATOR VAULT, SEE All & CIVL HANDICAP PARKNG SYMBOL AND SIGN, PER CODE, SEE At1 & A2.3 HANDICAP RAMP WITH DETECTABLE WARNING TEXTURE, WITH TRUNCATED DOMES, PER CODE, SEE 3 /At2 PRECAST CONC WF£ELSTOP, SEE DETAL 4 /At2 COMPACTED FLL, SEE A4.1 THROUGH A4.5 NEW 6' WRE MESH FENCE, SEE At1 ACCESS & TRUCK MANEUVERING AREA, SEE EASEMENT 4" YELLOW PARKNG STRPNG, SEE At1 & A2.3 4" RED FRE LANE STRPNG AND LETTERNG PER FRE MARSHALL STANDARD SIZE AND SPACNG, SEE At1 SAWCUT EXISTING FRST & SECOND FLOOR SLABS TO ALLOW REUSE OF CONCRETE PANELS. DIVISION 4 MASONRY -) 471 8" PANTED SPLIT FACED CMU, SEE All & A1.2 4.2 8" SMOOTH FACED CMU, SEE A2.1, A2.5, A3.2, A4.3, A4.4, A4.5 4.3 8" FULLY GROUTED CMU, 4 HOUR RATED. SEE A2,1, A2.5, A3.1, A3.2, 44.4, & A4.5 DIVISION 5 METALS PANTED METAL GATE WITH PREPANTE D 20 GA META. PREFORMED SONG PANELS, SEE A 12 5.2 PANTED STEEL STARS AND HANDRAIS DER : 8C SECTION 3306: 36" WOE 19 RISERS ®668 ". 20 TRL ADS c 11 ", TWO HANDRALS 6 34" ABOVE NCSNG, EXTENDING 12" BEYOND FRST ANC LAST RISERS ANC RETURNING TO POST, VMTH HANDGRP 1 1/ DIAMETF R, HEADROOM AT ALL POINTS TO BE A MN or SEE A2.2 & A3.2. PREPANTED 20 GA METAL COPING/WITH DRP Xi • 6" UNLESS OTHERWISE NOTED, SEE A3. &, A4 T C53) .1 FRCaJGFi A4.'.� ( 5.4 ) PANTED STEEL COLUMN, SEE A4 4 5.5 METAL TAL WAY CANOPY. SEE 42.3, A2.:. A4.1, A4.3, \4.4 PAINTED STEEL GUARDRALS PER UBC SECTION 1712: ( 5.6 3' -6 ",H, MTM INTERMEDIATE RAIL S SUCH THAT A 4" DIAMETER SPHERE CAN NOT PASS rFROUGH, SEE A3.2 & A4.3 5.7 P• REPANTED 20 GA CABLE HOUSING, SEE A 5.1 5.8 P• ANTED STEEL ROD. SEE A4 1, A4.3, A4 4, AN) 5 TRUCTURAL ( 5.9 ) PANTED SDEWALL FLASHING. SEE A4.1 THROUGH A4.5 ( 5.10) PANTED 6" STEEL BOLLARD, SEE A1.1, A1.2, AND A2.3 ( 5.11 ) OSHA APPROVED ROOF ACCESS LADDER. SEE A2.1 6c A5.3 C 5.12) REMOVE STEEL BEAM AT ROOF, SEE A2.4 ( 5.13) REMOVE STEEL GUARD RALS, SEE A2.4 ( 5.14) RELOCATED EXISTNG STARS & LANDINGS, SEE A2.3 5.15 REMOVE EX STEEL STARS. SEE A2.4 ( 5.16) PANTED 12 "STEEL BOLLARD, SEE At1 ( 5.17) PREPANTED CORRUGATED METAL ROOFING, SEE A4.1 & STRUCTURAL ( 5.18) PREPANTED 20 GA SHEET METAL CONTINUOUS, SEE A4.2 DIVISION 3 CONCRETE P/44 � Co 135 3.0 RELOCATED SMOOTH PANTED CONIC PANEL, SEE A2.4 070 DOSING TO REMAN SMOOTH PANTED CONC PANEL, SEE A2.4 32 EXISTING TO REMAIN EXPOSED ROCK AGGREGATE CONIC PANEL SEE A2.4 Clip RELOCATED EXPOSED ROCK AGGREGATE CONC PANEL SEE A2.4 3.4 NEW APOODURED N PLACE EXPOSED AGGREGATE CONIC, ( 3.5 ) NEW POURED N PLACE CONC WITH BROOM FNSH. SEE At1 & A23 3.6 NEW CONC FOOTING, SEE STRUCTURAL & A4.1 THROUGH A4.5 3 THEE FELD, SEE FOOTINGS, STRUCTURAL L DWGS FOR ASSUI ED VALUES, SEE A4.1 THROUGH A4.5 EXISTING 5" CONC FLOOR SLAB, SEE A2.1 & A2.4 NEW 5" CONIC FLOOR SLAB, SEE A2.1 & STRUCTURAL REMOVE EXISTING FLOOR SLAB, FOOTINGS. GRADE TO ELEVATIONS SHOWN ON CNL, SEE A2.4 NEW 6" TRUCK SLAB, SEE Att AZ% & STRUCTURAL DIVISION 6 WOOD & PLASTICS 3/8" PLYWOOD UNDER BU ROOF, NALED TO EX 2X4 T&G 6.1 DIAGONAL ROOF DECKING, SEE STRUCTURAL DWGS AND A4.1 THROUGH A4.5 EX 2X4 STUDS & PLATES TO HAVE FRE RESISTIVE TREATMENT ADDED N THE FELD, SEE A4.3, A4.4, & A4.5 NEW FRE RESISTIVE TREATED 2X4 AT 16" OC TO BE 6.3 ADDED BETWEEN EX 2X4 AS NEEDED, SEE A4.3, A4.4, & A4.5 NEW FRE RESISTANT TREATED 1/2" PLYWOOD, SEE A4.3, A4.4, St A4.5 EX 6X14 PIRLNS TO REMAIN, SEE A2"6, A4.4, A42. A4.3, &A4.5 EX GLUE LAMINATED BEAM, MN 5 1/8" THICKI ESS, SEE A26, A4.3, A4.4, & A4.5 NEW TREATED WOOD CANT STRP, SEE A4.1 THROUGH A4.5 ABOVE, EX A�4 W000 COLUMN, BEAMS AND PLRLNS DIVISION 7 THERMAL & MOISTURE PROTECTION 70 R -4 DRYVIT SPRINT SYSTEM OVER 6" STEEL STUDS • 24" OC, SEE A4.1 THROUGH A4.5 ( 7.2 ) SKYLIGHT, SEE A2.5. A2.6, & A42 STUCCO WITH DRYVIT FNS-ER OVER EX MARBLECRETE ON EX CONC PANEL, SEE A4.1 0,0 STUCCO WITH DRYVIT FLASHER OVER EX EXPOSED ROCK AGGREGATE, SEE A4.3 STUCCO WITH DRYVIT FINISHER OVER EX PANTED CONC PANEL, SEE A4..3 NOT USED R -4 DRYVIT SPRNT SYSTEM OVER CMU, SEE A4.3 R -4 DRYVIT SPRINT SYSTEM OVER EX SMOOTH PANTED CONC PANEL, SEE A4.1 R -30 RIGD INSULATION UNDER CLASS B 8U ROOF SEE A2.5, A4.1 THROUGH A4.5 R -11 FBERGLASS BATT INSULATION N STUD CAVITY SEE A4.3. A4.4, & A4.5 R -19 FBERGLASS BATT INSULATION N STUD CAVITY SEE A4.1 THROUGH A4.5 R -19 FBERG.ASS BATT INSULATION PLANED TO CONC PANEL, COVERED WITH FS 25 SHEETING, SEE A4.1 & A4.5 R -4 RIGID INSULATION UNDER NEW CONC SLAB, SEE A4.3, A4.4, & A4.5 ( 7.14) CLEAR SEALANT ON ALL EX CONC PANELS AFTER PRESSURE WASH, TYPICAL ALL LOCATIONS, SEE A4.1 THROUGH A4.5 ROOF ACCESS HATCH. SEE A2.5, A2.6, & A5.3 LIGHT GAGE METAL STUDS, SEE PARTITION NOTES, SEE A2.t A5.3 & STRUCTURAL PANZER MESH N DRIVIT SYSTEM FROM GROUND TO 6' UNLESS OTHERWISE NOTED, SEE A3.1 PREPANTED 20 GA CANOPY GUTTER, WITH CONCEALED FASTENERS, SEE A2.5, A4.1, A4.2, A4.3, & A4.4 PREPANTED 20 GA DOWNSPOUT, WITH BRACKETS AND CONNECTED TO STORM SYSTEM, SEE A2.5 & A3.1 NEW DOWN SPOUT TO MATCH EXISTING. 1/4" DEEP ROUTER CUT REVEAL N DRIVIT SYSTEM AT 3' OC BOTH HORIZONTAL AND VERTICAL SEE A3.1 DIVISION 8 WINDOWS & DOORS 80 DARK BRONZE ALUMINUM STOREFRONT, SEE A4.2 ( 8.2 ) WHITE PANTED ALUMMUM STOREFRONT, SEE A4.4 PANTED STEEL OVERHEAD COILING DOOR, SEE A4.5 NOT USED NEW FM EXIT DOOR, SEE A3.1 & A4.5 REMOVE EXISTING STEEL OVERHEAD DOOR AND HARDWARE, SEE A2.4 REMOVE DOSING METAL WOWS AND FRAMES, SEE A2.4 REMOVE EXISTING MANDOOR AND FRAME, SEE A2.4 8.9 REMOVE EXISTING OVERHEAD ROLL DOWN DOOR, SEE A2.4 (83) ) ( a5 ) ( 8.8 DIVISION 9 FINISHES CERAMC TLE WITH MATCHING GROUT, SEE A3.1 9.2 1 LAYER 5/8" TYPE 'X' GWB OVER WILL STUDS, 2 LAYERS 5/8" TYPE 'X' GWB BOTH SCES OF NFLL STUDS, 2 FR CONSTRUCTION, SEE A4.1, A42. & A4.3 5/8" TYPE 'X' GWB, SEE PARTITION NOTES SHEET A21 & A4.4 2X4 SUSPENDED ACOUSTIC TLE CELNG, SEE A2.6, & A4.2 2X2 SUSPENDED ACOUSTIC TLE CELNG, SEE A2.6 5/8" TYPE 'X'GB CELNG. SEE A2.6 & A5.3 DIVISION 10 SPECIALTIES (10.1 SEPARATE PERMITT,,OFOI,ELEC� PAD, UNDER GC, SEE At2 (10.2 ) CHAMELUuE INDIVIDUAL LETTER INTERNALLY LIT SOIL ELEC HOOKUP SEPARATE 3E 4"PPLLYW0000 BACKING AND BLOCKING AS REQUREb FlOR ADEQUATE SUPPORT DIVISION 11 EQUIPMENT NOT USED t 2 COMPACTOR /DUMPSTER, CFO, ELEC HOOKUP BY GC, SEE AU & ELEC U REMOVE EXISTING SCALE, SEE A2.4 DIVISION 14 CONVEYANCE OZO CONVEYOR, OF01, SEE A2.2 DIVISION 15 MECHANICAL 15.1 (15.2 ) (15.3 15.4 (15.5 ) 15.6 (15.7 ) 15.8 15.9 ROOFTOP HVAC LINTS, SEE A2.5 & MECH DWGS REMOVE EX GAS METER, SEE SURVEY NEW SEPARATE GAS METERS FOR EACH TENANT, SEE At1 & A2.5 PANT AND RUN GAS LINES TO ROOFTOP HVAC UNITS PER ARCHITECT'S DRECTION N THE FELD, SEE A2.5 EX. ROOF DRANS TO REMAIN, RUN TO STORM SYSTEM, SEE Mt, A2.4, & A3.1 EX. SPRINKLER RISERS, SEE A2.1 REMOVE EX. PLUMBING FIXTURES. CAP PPNG BELOW FLOOR AND SEAL, SEE A2.4 REMOVE EX HVAC PATCH ROOF DECK, SEE A2.4 & A2.5 EX SPRNKLERS TO BE REDISIGNED TO ASSURE THAT ALL HEADS ARE SUPPLED FROM PPNG AND RISERS WITHIN TIER TENANT SPACE, SEE A2.6 DIVISION 16 ELECTRICAL REMOVE EX TRANSFORMER, SEE A2.5 & ELECTRICAL DWGS 162 PER PUGET POWER, SEE AL AND AN) CONC ELECTRICAL PAD, NEW TRANSFORMER, 11.3 EXTERIOR SHIELDED WALL MOUNTED AREA UGHT, SEE ELECTRICAL DWGS & At1 & A3.1 EXTERIOR SURFACE MOUNTED DOWN-CHI, SEE ELECTRICAL DWGS & A4.1 16.5 EXTERIOR RECESSED DOWNLIGHT, SEE ELECTRICAL DWGS & A4.1 EXTERIOR LP UGHT, SEE ELECTRICAL DWGS, A2.5. & A3.1 EXTERIOR RECESSED SIDE UGHT, SEE ELECTRICAL DWGS & A3.1 15' HGH SHIELDED PARKING LOT LIGHTS, SEE ELECTRICAL DWGS & At1 NOT USED REMOVE EX ELEC PANELS, SEE A24 japRUV'ED SEP t 3 1994 101 0) F,UILUi: UN NOTES B S TURNER AND ASSOCIATES 18420 24th PLACE NE ARCHITECTS SEATTLE, WASHINGTON 98155 TELE: (206) 365 -7431 FAX (206) 365 -7504 KEYNOTES SEAFUR REMODEL TUKWILA, WA J011 1994 BEST FLE: BSTAO -2.GC0 DRAWN BY SOH CHECKED BY HRT DATE 7/15/94 SCALE: N.A. REVISIONS . 7/15/94 FOR BD SHEET A 0 • 2 I I 1 tan • mommtinimmunnimmrewli'al'ir 1 II 1 1 1 M 4 CCPPACT • 85.37 6 ST , • • 8 '43' ' 1 n -' BULok SETBACK & LANDSCAPE BUFFER 0 W. 6 (IT) - -- - - -- 1, I I i 1 1 Z 4 HOUR AREA SEPARATION PALL L ne I� .._.-. te._.._._-- _r_. -_..r - -1---7----r-----4 i _a. 1 1 1 1 1 1 SEATTLE: FIJR EXCHANGE REM:ODEL ...4. .._ L•.- -- -•- 240 IANO\/EI OVER PAR( »'ET I l TUKWILA WASHINCTON'1 1 1 1 1 1 1 1 I . . . . 4-- . . . . . . . . . H-t . . _ _ +_ _..�. _ -.4. _ -._ .- _ _.._ +_.._.._.._..___: .._ �..__._ +_ - -_. 1 1 . 1 I i I I I I ! ..�1 i NOTES I t SEE SURVEY FOR PROPERTY LP E KO NO M LANG SETBACK OMI NSONS. 2 PROOUP STED ARKN3 107 CCMPAC S 2822 TOOTAL STALLS 1 REAMED O. oo /!t°°0SF 173 TOTAL MOUND ttloo 4. PROPOSED SOEWAJC AND UTLITY EASEMENT ALCNO STRANXR AND FOR �R PARK WEST ARE 110T SIOWPI Istive SITE PLAN SEAFUR REMODEL TUKWILA, WA JOB: 1994 BEST FLE: BSTA1 -1.GCD DRAWN BY: SOH CI-ECKED BY: 142T DATE: 3/31/94 SCALE: r• = 20'-0" REVISIONS 7! •• F•,; .D - L- 27Lr =Aw_. 11:7.1i. lir '_ T • • . NG .0 0 EEEEiEis iEE1l E1•a e STAPDARDS • 8541 9 COPPACTS • 6.77 1 COPPACTS • 848 15' LANDSCAPE BUFFER LINE ■k ■ HIRRIM ■ UMMimn4cnlau ■■■■■ ■■ ■■■■■■■\■■■■ ■■■■■■■■■111MHI ■■■■■■■■■,%■/ _.. a... • L. aro - - - - - - - - - - . - - - • - - SITE PLAN SCALE: r =20' 1 L J alma TURNER AND ASSOCIATES ARONTECTS 18420 24111 R.ACE Nt srAttli. *AS IGTIN 9855 (20t)) 3I5 -743t amio Oa - - - a - -- _ STRANb1R _ = BOWVAkIY St?` 0 weecwca EP 0 COMMUNI I Y OEVELOPMEI4n' ------ - - - --- SHEET Ati • rn rn r rn z • PLAN AT INTERSECTION SCALE: 1/8 " =1*-0" REF: 1 /At1 t-o" c 12'-0' 510 22 CA. CORRUGATED AETAL PAPEL. SEM TO PANTED METAL FRAIrE 0' HGH CMl WALL RECYCLING ENCLOSURE SCALE: 1/4 " =1' -0" CURB AND GUTTER W/ ASPHALT PATCH SCALE 1- 1 /2 "nf-0" REF: 1 /Att RAMP SECTION © ENTRY SCALE: 1/2 "4-0" REF:1 /AtlA2.3 SIDEWALK CURB SECTION SCALE: 1/2 " 4-0" PAPER SLEEVE OR GREASE DOWEL END PLACE JONT SEALANT N All DPANSION JONTS WOF 605414414 N e SLAB (TYP) fg Y • ••••.••..•_..•_._e._._.•••••_•• ••_•_••.... 01=111=111=111=111=111 =111=111=11 WHEEL STOP & EXTRUDED CURB SCALE: 1/2 " =1' -0" REF:1 /At1 .... oiaiiiiiii:;...iii„..... ........-.......l.._:::::g...-1-17:73:---- --....w., or Tr TT TT NDTE JOISTS f SIDEWALK MIN TO FEW MEY DOSTKI Ap IOPI REPORT ASW OBO A TNE. TO CAISERS =IMSm =IM =m =m 111 II17IIl IH 111.71 I1TIII TYPICAL 15' QCr SIDEWALK EXPANSION JOINT SCALE: 1/2 " =1' -0" REF:1 /At2 et STEEL ME FILLED CONCRETE. ROUSE MD TROWEL 0030SED CONCRETE; PAW YELLO'N VT PRESIDED JOW FLIER W/ SEALANT III uiIII= III =I.. — 111-I III =111 III —111.1 I ,,, C PAWLS MEWLS • .• • .4. s °:' • • • • • • • •• • • • ▪ VIII 1II° X111= " BOLLARD AT LOADING DOCK SCALE: 3/4 " =f -0" Ma COMMON AT WOO FLOOR SLAB MAR COMM AT 12' STEEL PPE) TOOLED CONC. BACKER ROD t SEALANT PREAIOLDED FILLER HANDICAP RAMP SILAR CONDITION AT DRIVEWAY SCALE: 1/2 " =1'-0" bcilleo135 FRESTANDING SIGN ELEV. SCALE: 1/8 " =f -0" T•0' 6-0' REF9l /At2 REF: 11/A2.1 YAMS r ffe.4 At SOEWN.K APO FWEICAP NAP BEYCPD CIJr EYOPO PLANTER BEYOND EMA1MEN JONT DRIVEWAY SECTION SCALE: 1 /2 "nf-O CITY OF TU APPROVED SF.P 3 1994 f1.,wUlril 1.4Ut61 DIVI SI0N REF:At1 NOTES r It TURNER AND ASSOCIATES 18420 24th PLACE NE. ARCHITECTS SEATTLE, WASFNGTON 98155 TELE (208) 385 -7431 FAX (206) 385 -7504 SITE DETAILS SEAFUR REMODEL TUKWILA, WA JOB: 1994 BEST FILE: BSTA2 -tGCO DRAWN BY: SOH CHECKED BY: H2T DATE: 3/31/94 SCALE VARES REVISIONS 7/15/94 FOR O SHEET A1.2 �! wat. 1 1Y-4• 12' -r .' -s_ 1r-tr 24'-O' 24'-V 1 24'-0• FLOOR PLAN SCALE 1/16W -0" REF: A5.1, A5.2. A5.3 = DOSING CONSTRUCTION = NEW CONSTRUCTION AND /OR ROLOCATED CONCRETE PANEL 44)155 APPRUVEO SEP 13 1994 Hit LO BUILDING DIVISION UILDIION • NOTES B S TURNER AND ASSOCIATES 18420 24th PLACE NE ARCHITECTS SEATTLE, WASFNGTCN 98155 TELE (206) 365 -7431 FAX (208) 365 -7504 FLOOR PLAN SEAFUR REMODEL TUKWILA, WA Ma 1994 BEST FLE: BSTA2 -tGCD DRAWN BY: SOH CHECKED BY: I RT DATE 3/311 94 SCALE: 1/16" = T-Os REVISIONS 7/15/94 FOR BD SHEET A 2 • 1 • - •• -•- OD ..- .. -.. --- • r-° • �o , 1 Imre* ire 1 1 1 IR 1 1 1 MIX. AGE SUPOPLED BY ST, NSTALLED BY CffG. 1 1 1• ..'4 JEWELRY • 1 , , 1 1 t• SAFE SUPPLED BY BEST NSTALLED BY CO. i nu 1 11111111113MNII I 1 ,iii /t/Z/i /viii • •'.,., rate ,•i na%tre•. 1 MAIN FLOOR FIXTURE PLAN SCALE 1/16' =f -0" REF:2 /A2.2 MEM AREA OF TWO LEVEL STORAGE RACKS, �12 SF 500CALCULATIONS STORAGE RACKNG 8' OR OVER SEE STRUCTURAL CALCULATIONS I CICATES MILLWORK OR FIXTURES FURNSI•ED BY BEST AND INSTALLED BY GENERAL CONTRACTOR. 1:314-17135 4' 4' CHASE MEZZANINE FIXTURE PLAN SCALE 1/18' =f -0" REF: 1/A22 AtPPRUVED SEP 13 1994 hJ hn) BUl D 71d NOTES BEST TURNER AND ASSOCIATES 18420 24th PLACE NE ARCHITECTS SEATTLE, WASHNGTON 98155 TELE: (206) 365 -7431 FAX: (206) 365 -7504 FIXTURE PLAN SEAFUR REMODEL TUKWILA. WA JOB: 1994 BEST FLE: BSTA2 -2.GCD DRAWN BY: SOH CHECKED BY: HRT DATE: 3/31/94 SCALE: 1/16" = 1-0" REVISIONS 7/15/94 FOR RD SHEET 1 • • • • PARTS LEGEND (CART & REGISTER AREA) A - WALL BRACKET RPM BYLAVItO,. 8- PUS W / SITS MEND BYLA a 3040 (PDST W a C - 0�0 PdST3 MUM WM POST E -'OpiJ Y Y POST F - //LFIANG (2 FEOD) G - F?Ai tD (2 IORQONTN.S) 3-17 LENGTHS CUT CS &1E IAT20LT/WB Fl 0 CART RAILS SUPPLIED BY OWNER INSTALLED BY G.C. 7-0' 2t-0' ENLARGED ENTRY PLAN - BEST SCALE: 1/4 " =1'-O" REF: A2.1, A2.2 - -- - - - -i- - - - - - - - - - - - - - - - - - - - - - - - - - = NEW CONSTRUCTION = EXISTING CONSTRUCTION - -- 5'-0' ENLARGED ENTRY PLAN - FUTURE SHOP SCALE 1 /4 " 4-0" REF: A2.1, A2.2 64'-0• PEW CONSTRUCTION - EXSTNG CONSTRUCTION 1314 -0135 APPROVED SEP 13 1994 WADING DIVISION NOTES TURNER AND ASSOCIATES 8420 24th PLACE NE ARCHITECTS SEATTLE, WASI tSTON 98155 TELE: (206) 365 -7431 FAX (208) 365 -7504 , ENLARGED ENTRY PLANS SEAFUR REMODEL TUKWILA, WA JOEL 1994 BEST FLE: BSTA2 -tGCD DRAWN BY: SOH CFECKED BY: I RT DATE 11/3/92 SCALE: 1/4" = 1'-04 REVISIONS 7/15/94 FOR ED SHEET A 2 • 3 1 1::::::::::::::::::::1 :::::..........*:::::::::" t......:::::::: ti _LLLLL DOSTNO � TIOd SIP .._._... SP 1 RDAOVE E OST G 11E7Z NCLLONO OUT NOT STRUC TO FLOOR ELECTI CALE SERMCI WRFC WAD CC W. 0. RDADVE ENTRE TWO STORY OFFICE SULAM • 1 1 1 A A A RELOCATED PANEL ELEVATIONS SCALE: 1 /W-f -0" REF: 2/A2.4, 1/A2.%, STRUCTUtAL DEMOLITION PLAN SCALE 1/16 =11-0" REF: 1-Al 1 loorloop000ll / I • P NOTES 1 RELOCATE 05 art IDSIOW TO ROOM I • B S TURNER AND ASSOCIATES 16420 24th PLACE NE. ARCHITECTS SEATTLE, WAS*IGTCN 98155 TELE: (206) 365 -7431 FAX (206) 385 -7504 , DEMOLITION PLAN SEAFUR REMODEL TUKWILA, WA 110a 1994 BEST FLE BSTA2 -4.GCD DRAWN BY SDH CHECKED BY HRT DATE 3/3V94 SCALE 1/16" = f-Os REVISIONS 7/15194 FOR BD SHEET A 2 • 4 il. -- ------- -- --- -- --- --- -- - - - -.. .. - -- -OOP 0 .. -n -.. • .. -.. ..- Oa • • ROOF PLAN SCALE 1 /184-0" REF: 1-A2.1 STOMA OF M AORAK CGOECT TO I PEW OVERFLOW OR* ROOF NOTES L THS ROOF TO RECEIVE A BU.T•P ROOF143 SYSTEM REFER WORM/MON. OOIT TIORAL 2 AT PERSETER OF TIE BLAND APD AROUND ALL ROOF CIENINOS PROVDE PRESSURE TREATED tit_ MOOD BLOMD TO MATCH NSU.ATION THO FCR ROOFING AM FLASFND ATT A •M. a AND ROOF PENETRATION OPIENta M TH MECHANCAL NC STRUCTLRAL ORAMNDS 4, AEDOAS �OFEBNTED BROWN EPROFWD BY LOCAL CODE OR JOB COMMONS. 5. PROVDE TAPERED ROD NSU.ATION CRICKETS AT ALL W TOP EOURENT CMS O. PROVDE BLRDLAR BARS AT ALL ROOF OPErA& EXCEPT AT TIE ROOF SCUTTLE , TURNER AND ASSOCIATES t$420 24th PLACE NE ARCHITECTS SEATTLE~ WASFNGTCN 96155 TELE (206) 385 -7431 FAX (206) 365 -7504 , ROOF PLAN SEAFUR REMODEL TUKWILA, WA Joe 1994 BEST FEE BSTA2 -5GCD DRAWN BY: SOH CHECKED BY: HRT DATE 3/31/94 SCALE 1/18` Q 1-0" REVISIONS 7/15/94 FOR BD SHEET A2 • 5 1 -- --- -_- 1 "1 T _I____ -4_ __ _ J- ---I-- .1 - -- --- -•- ------ -- ---- 55-55 • i 0 - -- _—base. •_ 0 - __••_ -- -1 1 1- +- - -1-•- ---- --1-1- -1 Me a •••-- -- --- -_- - 1 -17.=y -- • if '1 L_ ..J r - -, -r- - -r -1 I-- - t - --tfi OP • AWNS, .i.WWW.Wk, ■..WWWW..\. MWWWWW.WM ifu...W....W.l. ..•» .at:W,...WWW..WW.. CI : —OIC, ,L1 >: .'C] CEO =� —OIL ........d: '.\►�� \0'. t ' '1' '1b �i1i'¶. ■...W.W..r ....... .In ................. ca=.......• ■.W' ■.WWWW.WWW.WW.WWfWWw....WWc Ij W .W ■WU ■.W..■ ■WSW...■■■ ■.us.....= c7= ■ ■■ ■ ■WW. 1 l..W..W.WIniY /'fli :rabrdL►` %'i! /i`i...W.... ■WW.W.WW'. I/- 4I•O•4IiW 4'I►:/Ii/IC.rs :4r Ii..WW..... 1.W......I' .' I► ■% Ii! /'.! / ∎r%W/IO'/.W..W...W► 1n..WW.1;,re 4 r4p .WI►.•/'.► /.'!/I.W...WW..W" 1..WW.W.11' ►IIWI WA!/Ai►in► "IW..WWWWWW/ I k •S/.I': V. '4P. y IW■■.■ ■ ■ ■.w' • .-'4l. '. W...W. W W W r• MWWiWWWW.WWWWr• "WWWWW.WWW.W Nu.W.WWWur —1- -- O= • - -- - -r- - -• 'WN WII 'MOW • lea 1 , •--r , 1 fi -4 1 L___1 L__J__ _1 rr-i Lfr - --- t• ----- t- 1-- --t•_J•�--_i— __ -f___ ___1_ _LL__J_r.D_1___1_ - i--- --1- -- - i-- --r-i- J L_ _1___LL - i- - --r-- -- i— •- ---r-- 6 IL ---- r - - - -1-i •-t' -- r� L -1 4 - -1- - -- .1- 1- - -t- - -- •ice- -+ -- ••r-- - - -i— � - --i- -- 4 4- 4- 1- -1 4 a am BERII L___ SEE J J. _ L L J 1 L__J 1 1 1 1 1 I -1- —1-I ♦ J L REFLECTED CEILING PLAN SCALE 1/16.4-0" REF: 1—A2.1 PEW NOW 11W4 CDPECT TO STOW SYSTDA L j MIX mow - --• DOM NOW EON MO OVDIFLOW SFJ0Km JEER AND PP/0 1 SLIL-0(35 O r I rer -,r-r 111 Inn • ill ail . ela 1111 111111 yid■ I:I, ,..W•• III1111111 �.- III' 0 CEILING PLAN MEZZ. SCALE: 1/19.-f-0` REF: 1-A2.1 01'P1 0\)ED A F "I' *3 SEQ NOTES • TURNER AND ASSOCIATES 18420 24th PLACE NE ARCHITECTS SEATTLE, WASFNGTON MSS TEM (208) 365 -7431 FAX (206) 355 -7504 REFLECTED CEILING PLAN SEAFUR REMODEL TUKWILA, WA J0m 1994 BEST FLE: BSTA2 -6.000 DRAWN BY: SOH CHECKED BY: FRT OATS 3/31/94 SCALE: Or = T-0* REVISIONS 7/15/94 FOR 130 SHEET ,A 2 • 6 FLOOR FINISH LEGEND O NATIONAL FLOOR PRODUCTS CO. NC. OPL* E CST*? NOTE V74Y1. TLE TO BE NSTALLED PER MAMFACTURERS SPECFICATIOPL NATIONAL FLOOR PRODUCTS CO. NC. COMM* /CST•03 iR r NOTE WPM. TIE TO BE P STALLED PER MANLFACTURERS SPECFICATION SHAW'DUSTRES. Pt CWAC ANTRON ROOT 20 CARPET STOP 'STOPS WHITE• oss • O O Dl D2 OTL.i TLEE'su e NOTES: t ALL FLOOR COVERINGS TO BE FLED BY TIE OWNER Mo NSTALLED BY THE O.C. EXCEPT CERAMC TIE FLOOR'S N RESTR00,4£ WHOM S FtFPIsle a NSTALLED BY THE OCt 2. QC. TO FURN3ft AID NSTALL ALL VNYL BASE. TRANSITION MD REDUCER STRPS. 3. QC SHALL PROVOS ADHESIVES FOR ALL FLOORN1 4. ALL FLOOR TIE TO BE Gents Vt•. B. ALL MOLES TO BE 45d. 90d OR 05d UNLESS OTHERME NOTED. a MC FIXATES NOT N CONTRACT' 7. VNYL BASE TO BE SELECTED BY OWPER PAINT/FINISH SCHEDULE KEY DESCRPTT10N DEPARTMENT PT-, TPROUGHOUT , 02321 •104TE CA GREY' tSEIM3LOS51 PT -2 MEDIUM GREY 0230 STEEL WOOL• OBOOLo S, WALLS • ELECTRONCS COLL$4 G I .EWY SY PT •3 'A RY• /2310 a U M. EADS PT-4 I.0ff GREY 0234 ONE• WALLS - HOUSEWARES PT-S S IEDLIA C EC SALES AREA MUG NOTES: t ALL PANT TO BE FROM PRATT $ LAMBERT OR EC IAL a FLED N SEMFOLOSS LATEX Et4WAL UNLESS OTHERWISE NOTED. 2. ALL SURFACES TO BE PANTED MUST BE PROPERLY PRIED MD SANDED S PANT AROUND ALL DOORS, FLOORS TO C1'43. A MNM M OF 24• FROM as UNLESS OMER- %MEMATED ON PLAN 4. PANT E7POSED CONSTRUCTION FROM Q'0- TO BOTTOM OF DECK PT -3S a ALL Man EXCEPT Ott NOTED N .ENEIRY AREA NE TO BE PT -I FLOOR TO tw•0• AFF. MD PT -3 O'0- AFF TO DECK a PANT ANY WCJT NULLED BY OTHERS FOR SEQSTY SYSTEM 7. ALL CABLE NOT N COPDUT MD EXPOSED CN THE Mite FLOOR SHILL BE A UGHT COLOR MITE OFR OREYL ■ ■ •0 IMMI■1•01100■0•01/0■000 SO -- --- --- -- - -• - -- •- ■-- C PT -3 FROM i4TAFF 000■00.1■11■1010! IDS --- 00 040■040 I i f CUM I r r dB I I r i r r I r r I r r eta MID N TUFT Kell let #82 I r I r I r r I r 1 PAINT AND FLOOR FINISH PLAN SCALE 01044 -0" REF: 1/A2.2 1314a0155 NOTES B S TURNER AND ASSOCIATES 16420 24th PLACE NE ARCHITECTS SEATTLE, WASMIGTCN 96155 TEL (206) 365 -7431 FAX (206) 365 -7504 PAINT & FLOOR FINISH PLAN SEAFUR REMODEL TUKWILA, WA JOB: 1994 BEST FLE: BSTA2 -7.GCO DRAWN BY: SOH CHECKED BY HRT DATE 3/31 94 SCALE: lit a -04 REVISIONS 7/15/94 FOR ED . SHEET A 2 0 7 pan 104 FOLDED OVER DRYVIT SCORING FULL SCALE REF: A3.1 . • • • .• • •• • • . • • • • • • . • •. •• • • • • .• ROD HOUSING DETAIL SCALE 1- 1/2 " =1' -0" REF: 1-Al CD WEST ELEVATION SCALE: 1/16'4.-0" REF: A44 A4.2, A43 • EAST ELEVATION O ] 0 _.I.111111.11._ ■11.......r�.11•■ I■I I I:■ I marg .J ■■..I I tc;IImmu 1 -t. X11 I...I.1I:::/ i!11II.I..1 • 1 r 11 1.. ■I.II /I I\N1.1..11mfil a.ralea..1.1i•1 I ' r• I It �I -- --ii11 2 t x' I u u ii ii 11 11 0 0 0 O 0r 0 SCALE: 1/16' 4-0" REF: A4.5 :' i ■( TURNER AND ASSOCIATES if NORTH ELEVATION SCALE: 1/16' =f -o" REF: A4.5 RIM MUM -NE °to I 'P _.ill11lt._ ....._•■■.........rn■ 11 /1I•I � ♦O- . i.,/11I«jJ 1.1.1111111111111111.11.1 _1E IMW; n% 55 !Alt i:I;I;ill IS rI!!viii iiiW WQ" ! C� ��ram, ----- •••re •S!T!°s :- 'rr.1, ,, :7:::. • SOUTH ELEVATION SCALE: 1/131-1-0" I EF: A4.3. 044.4 -0135 NOTES • TURNER AND ASSOCIATES *420 24th PACE NEE ARCHITECTS SEATTLE~ WASHIGTON 90155 Tat: (200) 305 -7431 FAX (200) 305 -7504 ELEVATIONS SEAFUR REMODEL TUKWILA, WA .10E 1994 BEST FLE: BSTA3 -tccD DRAWN BY: SOH O -ECKED BY MT DATE 3/31194 SCALE VW a 1-0" REVISIONS 7/15/94 FOR E3D SHEET A 3 1 SECTION B -B SCALE: 1/16'at -0" REF: A21 130514m135 SECTION A -A SCALE: 1/16' =1' -0" RAIL ELEVATION SCALE 1/2"4-0" REF: 1-Al REF: A21 145. STAIR SECTION SCALE: 1/2 " =t-0" REF: 1-A1 0 t WC FFE ww C S IC 12 X 37 STOCK ROOM 1$ STAIR SECTION SCALE: 1/4 "4-0" REF: 1/A52 NOTES B S TURNER AND ASSOCIATES 18420 24th RACE NE ARCHITECTS SEATTLE, WASIWON 98155 ME: (208) 365 -7431 FAX (206) 365.7504 BUILDING & STAIR SECTIONS SEAFUR REMODEL TUKWILA, WA JOB: 1994 BEST FLE: BSTA2 -tern DRAWN BY: SOH CHECKED BY HRT DATE 6/20/94 SCALE VARIES REVISIONS 7/15/94 FOR BD SHEET A 3 • 2, METAL WALKWAY CANOPY SCALE: 3 "4-0" REF: A4.1, 4.3, 4.4, 8/S4.1, 9/S4.1 NAL OFF P PE WAALL OF TREATED a.00KNO. 10 CONTWOts SM CCP FASTENS= TO PARAPET STRUCTL E. VANES VERFY N FELD • MAUD a ooeio wASS0D RDZIRED TO ~AN LEVEL OOP1C. COPING AT PARAPET SCALE: 3 " =1-0" REF: A4Z A4.4, A4.5 STWOO OR ORYNIT FASTEN TO COP TE CONCRETE PANEL VEER �AN // Indatt AT sPOBED PAWL DRYVIT SYSTEM ON Tm ST NC N ROUTER OR CRP BAND DETAIL SCALE: .3"•1-0" . -. vn.yrff.a.‘♦ _cv4V .- ,....... REOILET AT EXPOSED COMM as FLASFNO REF! Alt A4.1 a�tI►- tte COPING AT RIDGE SCALE 3 " =1-0" REF: A4.% A4.3 —A4.5 • OONaiaN 11� RIL�i:S MO • • • • • I • d • • • • • h • • • • • • CANOPY Lu1NNE F744-Q135 WALL SECTION BEST SCALE 1 /21--0f REF: AZ% A24 A2.0, AJ�1 R -20.8 1 I R -28.8 - - - - - - - - - - - 1 - - — On. — ea- Ow- VP- Ow- 411.- Ow- Ow- :- -- Gm- Ow- - GM- I • FIE TAPE ONLY 1 I i WALL SECTION BEST SCALE:1 /Y -t—v REF: Alt A24 A24 All Vin tee St? ' 3 1994 4\, AU"- I NOTES B S TURNER AND ASSOCIATES 4420 24th PLACE NE. ARCHITECTS SEATTLE, WASHNGTON 98155 TELE (208) 365 -7431 FM (206) 365 -7504 WALL SECTIONS SEAFUR REMODEL TUKWILA, WA JOB: S94 BEST FILE: BSTA4 —tGCD DRAWN BY: SOH DECKED BY: HRT DATE: 3/31/94 SCALE 1/2. as —0` REVISIONS 7/15/94 FOR BD SHEET • A 4 • R 1n IL to IL 4[PCUTDRP • CANOPY EDGE DETAIL SCALE 3 " =1' -0" REF: 1 -A4.2. 2 -A4.2 Mal • 1 `-- - - — — ' i .I I S • • I I I ITV • =III III III III II '= 111—sII II 6.. -111= ktir III Istyy AA • • R -2.1 0 dry r • • R -t7 • ENTRY WALL SECTION BEST SCALE 1 /2.84-0" REF: A21, A2.5. A2, A3.1 • • • - • • • • . • • • a • • I J • • • • • • • R -2.1 • • • • S • • • R -t7 n • ." III III= 1 111 II I 11I -21 IL IL .T. ENTRY WALL SCALE 1/2' -t-0" 4##$ #4/ ##at # =TIiE IIIII ��� III III�III=III�III= III= III= III —III �III� ,ill .III =11 SECTION BEST ftI REF. Alt A2.8► A20 A3.1 • • • • • • • • • \w • a • NOTES , B S TURNER AND ASSOCIATES 18420 24th PLACE NE ARCHITECTS SEATTLE. WASMCTON 96155 ME (206) 365 -7431 FAX (206) 365 -7504 ENTRY WALL SECTIONS SEAFUR REMODEL TUKWILA, WA m 1994 BEST FLE BSTA4 -2000 DRAWN 8Y: SDFI OWED BY FRT DATE: 3/31f94 SCALE: 1/2" a T REVISIONS 7/15/94 FOR BD 7 SHEET A 4.2 R -16.7 REPAR & PANT R -2.1 • R -16.7 i 13q4-01*5 SCALE 1/2 " =f-0" REF: A2.% A2.5, A26. All I1Isigmapp. 111.:..:.:...: • 111 % % \ %* III %,���i`�a`�ii``�i``�, III II= III — ..III =1tl =III = III =III as a a t4 • —III =. 1W-111::-•111:P- 1111r---111:€2111-=1 III III _. III =III =III • — III = III =III = III= IIIr =Ng III= III= III — III III =III= III =1111 = III= 111=111=111= III = III = 111=11 4=111=111=111=111-1 III= ' °1 III III III 111 III 1 III 1;1 III a °1 III - III ; III= WALL SECTION BEST SCALE: 1/2 "=1' -0" REF: A2.1, A2.5. A2.6. A31 • REPAR a PANT R -2.1 R -20.8 P i.kesIV. 36YoND .0 I i WALL SECTION BEST SCALE: 1/2"4-0" REF: A21, A2.5, A26, A3.1 11s III= 11=111 =1 - III =III= 11= III =III -1.. =111=111=111= 1-111=111=111=1 ' .. =III= III = III = 111 =1.. = III= III= III =111 -1 =III ITT III III III III III III III III 1 =' ... IIIIII111111IIIi °I IIIIII111111III„ 11 1 WALL SECTION - BEST SCALE 1/2"4-0" REF: A21, A2.5, A2.8, A3.1 is TURNER AND ASSOCIATES 18420 24th PLACE NE. ARCHITECTS SEATTLE, WAS1NGTON 98155 TELE (208) 385 -7431 FAX (208) 365 -7504 WALL SECTIONS SEAFUR REMODEL TUKWILA, WA JOB: 1994 BEST FIE: BSTA4 -3.GCD DRAWN BY: SOH CEECKED BY: HRT DATE 3/31/04 SCALE: 1/2" = 1'-0" REVISIONS 7 OM e b5/4 Ie S cot. Psn C$**S'P RECEIVED SY 061981 MMUN,, r O CLtii'ML• N r SHEET A 4 • 3 CM.CK E RASTER F>EY= R -127 13c14 • a • ill= 1=111= III :°:111- III -III =III =: II III= III =III -III- III -III =: II =III= III= III =__. = III = III= III - III =III- III -11 111=111=111r-111-1 - - ;11= II 11II =:: = III III III III � III ;I;I a III ICI ▪ III ,, ,I =III- III =11 • • ' • • . • ; ' , II III III III III IIIII'... -•' III= III =III =III= III =111 111 =III- =I III III III III ▪ 111 III I�l Ijl III III III III 111 III III ; • i,��ii�i;�i�i • . • WALL SECTION FUTURE SHOP SCALE 1/2°-f-0' REF: A21 A2.5r A2.8. A3.1 1 0135 I 111=111= III= I'`` i ````i/``i/```` `` /`` /`y/v ``ii`` /`` ° i/` v``/ ` `/iv /i°iiv v v i/v ii`:III =III III =III = � — I_ I 111 \ 1 III III =III =III = I I I * 1111.111=111111=1111' 1III =IIa ►= I =/ / ��� � II I= \� III = I\ II = I II = I =111=111=1117_ Ill= •� �i i/i �i i// / �������� /��� ������� =/// ������ 111= III= II I = I I I = I I — I. III I ==I I I 1I• �/>,f1 III III — II = —=1 I I I I I I I I I I I I I 1 • 01= III= III = III =III I I I I I I I ~III—III-111= 1 III = III = III = =1 = III = III = III= = III = III = III = III =III= I — III = I— II —II =1 II— = III = III = III = III = III = —=III 'U= II = III = = III= III = III = III= III = = = I= I = III = III = III = III = =f"fI = II = III = III =III =1 I W=111-111=111=111 la�il= III = III= III =III =III III — III — II - -II — II = II — III — II = II = — II— II - - III —I • a • - • II • I= I = I II=111= III = II = III = I III = III =11 —III I 1— I— III III — III —II— 11=111=1111141111/41111111=111 1111=111=1 I 111=111=111=111=111=111= I II 111 =1/1=111= III III II I= III = III = III III a 11 I I 111 111 — II -1- 1 - - 11 —= II = III = III = I= III = I I I°III = III = III = III = II=I III—II—III = III = III = III III 111-111 —III - 1111=11 =11=1-1= I =111 =111 = 1 =1= 1= 1- 111 ▪ 1 = I = II =1-111-111 - 111-111= II= I II I— III = III = III -11= III = = III flI =II =III =Ill —IIIIII1Ili -111— III =III= ll =III =III =III= II =Ill =111= 111 =111 =III 1 III= 1III = III =III =I=I =I= II == 111= 111 =111= II = 11 =II= III =111- 111E111 -111 =Ill =II =II =l 1 =11 1= 11 = 111 =11 =1 =II =II II l 11 a I °,III =III -I°I I 11 =III =I = I I C I = II = I CI I II ▪ C I �� -Iiiriii • • WALL SECTION FUTURE SHOP ENTRY 1 SCALE A24 A24, A24 All =III III III III 111 III III III III �� III III III III ' III= III= III= III= III= III =III • —III= III= III= III =III= III =III . =III= III = III= III,;, III, =,101-111,,, 11113'lllllllillllll ' a • • ' =III =III =II • • 110=111011=11 • • • • • • - 1 =111 =111= 111=u1$111AHMm=inin -I II=- -III =III= III =III =III =ITI = 111 =1b =IIIIII =III =III =III =III =l11=1II� -_III I l la911 111 =III =III= C� ■ 1;F•1\ 1/4) SEP 13 199y WALL SECTION FUTURE SHOP SCALE 1/2'4-O" REF: Alt A2.5, A24 All NOTES TURNER AND ASSOCIATES 18420 24th PLACE NE ARCHITECTS SEATTLE, WAS/PISTON 96155 TELE: (206) 365 -7431 FAX (206) 365 -7504 WALL SECTIONS SEAFUR REMODEL TUKWILA• WA Mat 1994 BEST FI.E BSTA4 -4.GCD DRAWN BY SDH CFECKED BY: HRT DATE 3/31/04 SCALE: 1/2" a 19-0" REVISIONS 7/15/94 FCR BO 4 SHEET A 4 • 4 A..................., a N fiE\ 4:\ S Icy a S DENS LSO LEM BOLTED WALL r CROWED R�MOV�Epps� u T IA r Ca O TO EXTEND TNtOUGH ROOF. 11= III =11 • • • 'III =.. -III =1 III =III =. III- III = III =111 =111 =III =1JI =_ 1= 111= III - III -01' I =0=Iii = I-�I, III = III = III = III =III= 11= III =III -I 1= III =111 '�u- III- III= III= III =111 '11 =11_1 =I 1= III= III =11- =111= III= III= III= III =TI = III,;, III,_, I' • —in—m-- n—III III' -. III = III - III - III = II= ,III -II - III = III - III =III =I -. III- III =III= II= III =III= II - III - III = III = III =III = III -III- II- III -III= .. 011111/1 11IIIIIIIIIII= ... 111= 111 =111 =' 11 =111=111= III =III= 111EIII _.:. III- DEMISING WALL SECTION SCALE 1/2'4 -0" REF: AM A2.5, Ala All R -28.8 R -20.8 111-1 1-m= i1= 1R =1.. axle 1111/111 1 111 ▪ III III II III III III III I • = III= III = III= III= III -'ll • ' • X11 =11= ▪ III =11= 111 =111 =111 =01= � III 11 III III 111 11111 III III III II 111 III III 0, I 11111_uIIaItIII �IIII II—qIII_Iu I I= III =II1III WALL SECTION BEST _y if] El _ i _- ow .11 es- Otis axle s/Z axle Os- Ow- OP- 41 411m- 411 aZIP —V OD- - — — - - ex- Ow- -41 LI Ow- ►— ►— ►- OD- OD- so- so- Os- Su- OD- SP- - SCALE: 1/2N4-0" REF: Alt A2.5, Alt All - III =III= .11 -111 =III III = III =III • • ,II= III =III _' ' • III 111111111111111111111111111111111i 111 „III :. III -, ,EII= III =III WALL SECTION BEST SCALE 1/2"24- 0. REF: A24 A2.5i, Ala All II ,. . C.11 \pt0\IED !, / / /axle / / /.. / / /a• F1'1'R • WALL SECTION FUTURE SHOP WALL SECTION FUTURE SHOP SCALE: 1 /Y•f -0' REF: At% AZS% A2.6, All ® SCALE 1/Y -f-o” FIEF: A21, A24 A24 All NOTES ROOFTOP HMAC (Hit U IitOlwCOL MOS IMAM Ex OAS IAL M NEW SEPARATE OAS wt1U$ FM DM TWIN C A Trgh OI&CTION N TK iS,�NVAC EMS ROOF MAN TO STOW SYSTEM. SEE 04 B S TURNER AND ASSOCIATES 16420 24th PLACE NE. ARCHITECTS WATTLE. WASH4GTON 90155 TELE:: (206) 365 -7431 FAx (206) 365.7504 WALL SECTIONS SEAFUR REMODEL TUKWILA, WA JOB: 1994 BEST FLE BSTA4 -5.000 DRAWN BY: SOH CHECKED BY: HRT DATE 3131/04 SCALE 1/2" = Y-0" REVISIONS SHEET A 4 • 5 IOC PNITIDi TYCO I FM sna gas NO WU COMMON OVA IOW MTN WES TOWailTAs a METAL 11W Ris•!Ot Ithr&FONE FMK= FAMED DOOR FRAM METAL ODOR HEAD DETAIL SCALE: M/2" -1'-0" REF: A5.1 @ PNIRDI TYPES FM MOCS NO 11N1 COSTIRCTCN 30 OA STLO TO ▪ OCILISE SOLOS IOND O WN ICI3 r i ss 7 110LLOII,wE3Al FRAME MM7LLW e. ODOR JAMB DETAIL HEAD DETAIL SCALE: 1- 1/2 " 4-0" REF: M.1 • OOOMEE SOME EM ANT So1N PAC CCM MALL JAMB DETAIL SCALE 1- 1/2 " 4-0" REF: A5.1 •Ir oYP. ow Nom SOD AETAL STtas METAL STno LW" r ma Rama PANTED HOLLOW METH. FR@ HEAD DETAIL SCALE 1- 1/2 "4-0" REF: A5.1 MIL oafE�Sinos • CPM: 711 =IA MN P T TM N� MOM MAW METH. FRNE 7 NCIIORS PER NM JAMB DETAIL SCALE 1- 1/2 " =t -0" REF: A5.1 �- PANT TO MNTCN COX HEAD DETAIL SCALE 1- 1/2 " =1' -0" REF: A51 ROLL•a COX TRAOI STa OWNS PAM TO MMTOI WJ SNIP NOON • St OA N O MiKMY MALL OA* CCM MALL JAMB DETAIL SCALE: M /2~ -t-0" REF: A5.1 E561 0 35 IAIN 041M8 n HEADED M e N W 2 PER STE NUM METAL= NW TO WM COMPACTOR DOOR SCALE 1- 1/2"4-0" REF: A5.1 3-etA. ▪ nw /CUM METAL U lf IN vJ DOOR SCHEDULE TURNER AND ASSOCIATES DOOR ewe r-. - NI POKY TO - e TON -INTL, INTL, NM aill ILL • • 414■••••• • .2..... I SALES MCIE OIt 000• a 74 , ALMM N tAt 3#4,3 7/A42 7442 . @AKAMAr STYLE EIQMdM 3 BALD SCRATOYDENT 7•18'4 CPN4 .1 • KM MINN 2S/AN • _ .• CASlD CPPlOs NO ODOR 3 MLES ST00010010 741IT4•0 Yr A 4 NM NM WASI SPAN • 4 COI:OOA MOOEN 7•117•10 Yr A NM NM WW NASI • 70 MWTE RATIO CLOS" S CCIiD= .W4TOt 74W we A NM MM WAN SON • 20 1W1E M1P 4 OMR • COMM MEN 7••T•0 ye A NM KM WASI WASI • 20 MIN PATNOI CLOW 7 CORR0011 _M DOOM ••17••0 Ye A NM NM WIN VAN • O NM RATIO. MCC PINDMNIR0.0ER 0 SALES MOM MOWN Yr A NM MM WASI VAST - • COIN@ EXTERN 7- 01CP-010 Yr A NM NM WASI WAN • NRLA1M PANG HAIOMMEALOS 0 MOOR RFCAP 74X7•10 Yr A NM NM WAN WASI • X MWTE RAIN CLOQ I CONDOR MOO 3402V- 10 3/4' A NM NM WANT WASI • 20 M•ME RATN.CLCOR 0 CCEOOR WIRER yln?•10 Yr A NM NM WAN WASI • 70 MITE RATNOlI2.O@ 0 @NOt00M STOCKROOM 74117-010 Yr A HM NM WIN IVASJ • 20 MUTE RAM O. PANG MARSEARECLCER N CONDOR WMCE 1 7418'-010 we A NM NM WAN NASI • O MC RATSMCLOER O SALES t oamoCM ° •3/4010 ye C NM NM WASI IPASI • • SALES COMM •4•74al Yr E NM NM wAII WASI • 20 I WTE RATIO CLOSER 8 FECUND D COMPACTOR •10,Q'c 0 MM NM WASI WANT Wirt a kW! RANO CLOER • mum Stop EOM rOMP•0 r0 Yr A NM MA WANT SAM • PAM MAR NNE. CLIMB S RECFMO OITEROR F01A4 0 MIL NIL WASJ S PANT OM9 X @I MO EXTETOR •0•1•' o MRL It WASI WASI 01/19 a IECEN O OM R! 2•010•014 Yr A MM NM WASI SASI - 47 WIRE RAN O< PANG M 1111WARt<. 0.@R a $TOQ0t00M OaERON Y4 C•M Yr A , NM MM WASI SAN • 47 OWE RAflO MC Pt lMIE CLOER 27 STOCNICCM WENS Y410'O•0 Yr A NM MM WANT SAIL • O MWIE RAftn NM wawa CLOSER 24 C OMICOM OIER1. r418'-010 Yr A MM . NM WASI . SAN - a SEQATY CAD: tT00010041 31-0•47‘010 Yr F MIL lit • • 2I SALES E7REROIt I041f4' N STL St ' • O NO lEO STY on 10MS 27 FS. WSW ECM T-CrXh ' D MIL NIL WASI r WANT • 20 FS COWOR EkitROR 7-010N010 Yr C MM IIM WASI SASI • POLLATEM PANG HAROMM a Fs REtVOO OXIUI t 17•0•41'4 0 MIL MIL WASI WAIT 70 FS RECE31tO ERIE OR 10•104• 0 MTL MIL WAS) !WASI X FS SALES SODOM PAR OF Stkf DIM ALL/1. ALUM O/AM WAM O/AM PI1NC MARINE 72 FA SALES OOEROR PAR CF 74KT4' mu M MI N1M WMA O/AM SIAM PAC MNDWRE O • . a , 3-etA. ▪ nw /CUM METAL U lf IN vJ O 0 w� L =� asssd m DOOR TYPES SCALE: 1/4 -t-0II REF: DOOR SCEEOUAL I agaimeria rTEa1: c ma Meral rTilifIlE012 i I STI 01470,10 COM2O DOOR 7 r • MM 1W IMAM Raw -If NOTES • B S TURNER AND ASSOCIATES r r-. - a 1994 BEST FLE: BSTA5 -1.033 • , . - • \ • . REVISIONS • • . • • , • • 414■••••• • .2..... • l 4 '6 SHEET • / • Y _ .• _ • / O 0 w� L =� asssd m DOOR TYPES SCALE: 1/4 -t-0II REF: DOOR SCEEOUAL I agaimeria rTEa1: c ma Meral rTilifIlE012 i I STI 01470,10 COM2O DOOR 7 r • MM 1W IMAM Raw -If NOTES • B S TURNER AND ASSOCIATES 15420 24th PLACE NE ARCHITECTS SEATTLE, WASMgTON 95155 TELE (206) 365 -7431 FM (206) 365 -7504 DOORS AND DETAILS SEAFUR REMODEL TUKWLA, WA a 1994 BEST FLE: BSTA5 -1.033 DRAWN BY: SOH CHECKED BY: HRT DATE 3/31/94 SCALE VARES REVISIONS 7/15/94 Foe EID 4 i` SHEET • N' • m • r W i OM at SPA*aft COUNTER SCALE: r -t-.O" REF: A2.3 • IAINNSIRAIN 'M 44. ii. 1- i Una L SECTION 0 SLPPORT —Ws\ _j:, 6a9M t<oa tr r • LAVATORY COUNTER • SCALE: 1" -1'-0" CERAMIC TILE SCHEDULE M( TLE lFR.- COLOR- NAABER SZE 18420 24th PLACE NE. ARCHITECTS SEATTLE, WASHNGTON 08155 TELE (208) 385 -7431 FAX (206) 365 -7504 , 4 1/4' x 41/4' CLEW- 081 SEAFUR REMODEL TUKWILA, WA NTH T () FI.E: BSTA5 -20CD DRAWN BY: SDH r x r WALL ACCENT E" a �o-n GRAY MTH LATIORET' a wS Q,HU �T�T�(GRAY 41/4'x41/4' O r X r GROUT 5f78AMSTCERLNO SLYER (1) NOTE PROVVE WATER- DISTANT GYP. 6O. SUBSTRATE FOR CERAMC ME REFEROC MANSIONS SHOWN ON RAN REFER TO FACE OF GYP. BD, NOT OF CERAMC TIE. YALL IOLNt® LORI LE ELECT. MOIL WOME!•S SCALE: V4'd -O' nnn SCALE V4'•T -O' YALL YOMEO LOrta WE ELECT. OWE METES SCALE V4' .T-0' SD Wel SCALE: rest-0' • REF: A52 • r AcT 4o Ire C .1L SHELF SCALE 3/8 " =1'-O" REF: A5.2 TOILET ACCESSORIES DESCAPTION 1 TUT ISE OMEN ISO Et 0448 MOH Olery IS FED en w a ORMa LIOr 10.001 EWA ONO an ova RATS «3 • OOM OWES EACH LAW LE TN. TOIET PMRIO! i IEeAt. OWL WIEEN way ow00 STATEN MOM WAN DEEPS man WPM 01POIAL a. Wa a.' SCALE V4'WT-0' 0 SCALE V4"t4" M tp s.f W. la sr STORAGE 1O7 IMAGER 108 E• 106 ta° n RATED tar s-r 0 >04 ENLARGED SUPPORT AREA PLAN SCALE 1/4 " 14-0" REF: 1-A21 8014,...0135 Q �3 S� ,:j,-� _i' NOTES • TURNER AND ASSOCIATES 18420 24th PLACE NE. ARCHITECTS SEATTLE, WASHNGTON 08155 TELE (208) 385 -7431 FAX (206) 365 -7504 , TOILET ROOMS SEAFUR REMODEL TUKWILA, WA JOB: 194 BEST FI.E: BSTA5 -20CD DRAWN BY: SDH CHECKED BY: HRT DATE 3/31/94 SCALE VARES REVISIONS 7/15/94 FOR LSD 1 i SHEET A 5 41 2 erre EAC RAH. V3 LP. ROOF VENT SCALE: 3/4 " -i -0" REF: 1/A2.5 •STM• SILO *110 x NO ATTACK TO COOP CEtK CF Ell pQ1 laTaSOTTOM EWE • COJLIETAL sno PAM TO vema VMS PASTBI TO .I m 10 flA BULKHEAD SECTION SCALE 3/4 " =1' -0" • REF: 1/A2.6 M To MOOG Immo 1 ROOF SCUTTLE SECTION SCALE: 1/4 -0" REF: 1 /A2.5 I? GYP 3 teiiits.son OA • Qs11Pri0_]f'0 A i INTAL E iaEa It�r o Luna dgPir . NAFt 011k BOND IIETUIN TIE I BULKHEAD SECTION SCALE: 3/4 "=1' -0" REF: 1/A2.6 rAIP1r I{P alt RK& 0uma foam LL4•1 " If .°Ion rw SALES AREA I I Ian MOO= Oda IttlfettaLa wirkiem, 1ETAL stro mae :r.• orr. DoAIO a AT r ARO WOW 0111.1CIUVL 1122/0•E IPatia ISOT4SI••PLC se sot aNB EA WETOWIo AT AE MUD ME NE OWE MCA= IMIOE SOS LATER MOM . —._._. KM LE SCE 5`.D yr IETWEEN OAR Cal ROOF SCUTTLE PLAN SCALE 1/2 "4-0" • 1 REF: 1 /A2.5 Nnt MM. M3.011 AU. EF.Darals BURGLAR BARS SCALE 1/2 "4-0" REF: ROOM FINISH SCHEDULE OA NO. ROOM NNE FLOOR M� MALLS C81� O ma 1994 BEST Intl Ni wn a< ISWL at An. a• NW ream ! !!Er Aftt SHEET A 5 • 3. 111 KO M A Jeff % W M • ' ,, / e ' 0/13 'VIM6 ME ON 01731111 WNW PATE= OLT Oa IONTOI OIR VCT - MML - a P EC • VAES 20 SA ROD MS NO CEDE Si IECM VCT • VIM • a P a UAW WM CPT MML - WK. P P ACT 7H a COtPUIMNOON Kt • MML • a C P P ACT • Tyr 07 STOMA , TOT LED a ale CPT • NM • a C • P ACT • TT a MEAK SI VCT NM • a C P P ACTa M SHAM Map WMS$ NO into M - Sinn CON CPC WED WM - a C EC - VAeS a lwiaril•OM CPC ENfl MAIL - a c - . EC • won • es IMOCRI CT • CT - CT • •D P re VIE 1011110EWEIT. MIN SCAM O ~Ca aoET _PC I LED - • VS P *OD P Pe LE MODTUIE t 011•01 SOPA 0 well IE3TI1•01 CT - CT • CT • a P •• VIE MosnAAST. CYAN IOW • $TC03031 CPC EMED • . "r4 - - EC - VMES . rsa� gF41. ToaiECWm sac we e FUME DAP EC - EC • EC • EC W I 11 101331 SPASM PEW W ENNIO NEA 02C SEW - EC • WWI • for CAW CPC MUD . - EC - VNES wasastewasmzeinza B o =OEM WSW CO TO4 C COOED COMER as annul sow c,mTM CT aic 112 DW A10 MTIESI !ROW OP STAOE ED TNIOTM•ra SAT' 1MTD1 IEiT. .A DYAD VA SW CMS US WMWE o a PARTITION TYPES gclitenis sc�vr.re I I -r ECM PMTITDI to MOOIEE aP MCP CEOC OE /I FOR TV. NMI SSO 1SI.I OC BUSY 1111 SE?•3 \ "4 NOTES TURNER AND ASSOCIATES 16420 24th PLACE NE ARCHITECTS SEATTLE. WASI*If'TQJ 98155 TELE: (206) 365 -7431 FAX (208) 365 -7304 t- se IA►TTS{fEs PARTITIONS, DETAIL, FINISHES SEAFUR REMODEL TUKWILA, WA ma 1994 BEST ME: BSTAS -3.G2D 0111. SONO ON CHECKED BY: PR? DATE 3/31/94 SCALE VARES TA W STRICT 7/15194 FOR ISO ! !!Er Aftt DW A10 MTIESI !ROW OP STAOE ED TNIOTM•ra SAT' 1MTD1 IEiT. .A DYAD VA SW CMS US WMWE o a PARTITION TYPES gclitenis sc�vr.re I I -r ECM PMTITDI to MOOIEE aP MCP CEOC OE /I FOR TV. NMI SSO 1SI.I OC BUSY 1111 SE?•3 \ "4 NOTES TURNER AND ASSOCIATES 16420 24th PLACE NE ARCHITECTS SEATTLE. WASI*If'TQJ 98155 TELE: (206) 365 -7431 FAX (208) 365 -7304 PARTITIONS, DETAIL, FINISHES SEAFUR REMODEL TUKWILA, WA ma 1994 BEST ME: BSTAS -3.G2D DRAM BY SOH CHECKED BY: PR? DATE 3/31/94 SCALE VARES REVISIONS 7/15194 FOR ISO SHEET A 5 • 3. •xNRANI • MTML t,flJT O•Mas TO.OTTOY W JEWS NIP) PAWED 0:0 MEM rtr►.) SST N M' 44 OW N IT air •imam was Noa RY►! ELECT. COON- El RECT. Oa a nit IX ON if FAN DISPLAY FIXTURE ELEVATION (3 REQ'D) SCALE: 1/4 "4-0" REF: 1- • 214 TAO DEMO 41 MEL Dcitisom5 CONT. P5000 UNSTRUT Q1AMELS BY 0.C.- ATTACH TO EACH JOIST WCO TEK SCREWS 3/11* C IAPRER RODS. WASFERS I PANS BY 0.C.-SEE PLAN FOR LOCA1ICM MAN SUSP: ACOUST. C13O> NSTALL WS OA WE • 7-0° 0.0 OVER JEW IRY CLOUD MOO • CASH CADDY FASTDER- ATTACH TO MAN CELNO TEES BY ODERAL CONTRACTOR 4 4 O OA. HAMS t NE t-0.O.C. BY SAL CONTRACTOR 2 t 00111 treat• RR RHO I•imE ALIAS MMRER ROD COVERS BY FORUM CO RR OJT N FELD BY OZ. BLAOC Cf3 M TEES AIMED W BAFFELS • 7.0.0.C.- PROVOS CROSS TEES• 44? 0.0 S PRED BY RXTUE OYER CUT N FELD BY 0C MACK EOOCRATE PANELS BY MICR NSTAUED BY 0.O; r D® ALIAL BAFFE.S • 7-0' 0C- UPEND FROM EOOCRATE Ot ABOVE M OEN BY ROUE a CUT N FBC BY OC MTALLER TO PAM NUTII EXPOSED OCR • JEWELRY CLOUD SECTION SCALE f f-o" REF: 1-A5.4 CONT. MOO *Meg OY Ott Conn. PE000 MOMS BY CAC, .w�° EACH XIST LD FFEELD R034 RAMS 34* C T1WACED ROD WAWTS • WA SRS- BY RC WHTE ALUS PANDER ROD COVERS BY FORUM MFR OIFLEX RECEPTACLE BY OA OIFLEX BOX BY ROUE WR PL. PLATE BY FOR. CCNTR, 3 54. SC UL USTED FAN BOX • 441 IVY O.C. BY FOR. COMB FAN DISPLAY DETAIL SCALE 1"a? -0" REF: 1-A21 FOR ADDITIONAL MQ4M71>DI SEE Eii) FOCUS COMPACTOR TO PAM to YIN SHOP OMNO SOMA COlitJCTE MTALLA11011 non SLACK EOO CRATE PNEi.S BY OM ER CUT AND MULL BY at IAFRE NWIa w ROUE Cowil • 4'-O' OSQ rCEPAWLvRas•7•0.0 OWIVa MOO* MR Na. , JEWELRY CLOUD SECTION SCALE f -f-0' REF: 1-45.4 SvPPracD ACCUIT. cam I PERMtdTER PANTED Ma PAf01 I CEMO ONO 101:01 IRIS ►NB3 M.LK @NM • 70 OA MAO L JEWELRY CLOUD SECTION SCALE: 1/4 "4-0" REF: 1-A5.4 • ENLARGED JEWELRY CLOUD PLAN (LEFT SS DE� r NNW TEE OD AOON- twaTNO LAt41 EOXIINIE PAWLS NO CLOS ASIBILY r0li7MSSIn s 0 tat 0.0 OM It CUP POWER PANTED AUM IMI01 !rr C wwDEA NODS (1W) C OIL t OA TO MET ALL lEft S ATED TO THE WY CLOD WIN In SO CRAMS B S TURNER AND ASSOCIATES 16420 24th PLACE NE ARCHITECTS SEATTLE, WA$*IGTCN 98155 TELE: (206) 365 -7431 FAX (206) 365 -7504 CEILING DETAILS SEAFUR REMODEL TUKWILA, WA JOB: 1994 BEST , FLE: BSTAS -4.9CD DRAWN BY SOH DECKED BY Fr DATE 3/31/94 SCALE: 1/16" a 19-04 REVISIONS 7`15/94 FCR ft ', SHEET GENERAL STRUCTURAL. NOTES: CRITERIA I ALL MATERIALS, WORKMANSHIP, DE'IIGN, AND CON',Tkuk TION sHALL CONFORM 10 THE DRAWINGS, SPE(iFI('ATIONS, AND THE UNIFORM BUILDING rum (MI EDITION). 1 fHh SrkuCru*E DOES NOT I,ONFORM TO PRESINI EARTHQUAKE CODE REQUIREMENTS IT HAS BEEN REINFORCED iN AREAS THAi ARE BEING RENOVATED IN ACCORDANCE WITH SECTION 104 OF THE UNIFORM HOODING CODE AND IS WITHIN THE CURRENT PRACTICE FAR THE RENOVATION OF EXISi1NG HIIIIDINCS Of THiS ACF AND TYPE Or GI IN STRUT: TiON Dr;iCN LOADING CRITERIA ROOF (1W LOAD FLOOR LIVE LOAD (LIGHT (RAGE) . STAIR AND CORRIDOR LIVE toe PARTITION LOADING . GUARDRAILS /BALCONY RAILS MErHANICAL UNITS . . . WiND . EARTHQUAKE . SEE PI AN'; FOR ADDITIONAL IUADINi, LEITERIA l5 PSI 1 ?5 P'1 100 PSI 20 PSF .. .. .. 5U PEI Wflf ;HT: FURNISHED HY MANIIFArTURER 80 MPH, EXPOSURE "B" .ZONE 3,Rw =6 4 STRUCTIIRAL DRAWING.. SHALL 14. UStD iN LI)NJIJNCIION WITH ARCHITECTURAL DRAWINGS fOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DiMEN`` -BON`S AND CONDITIONS FOR I;(MPATIBIt[TY AND SHAH NOTIFY ARCHITECT OF ANY DISC'RFPANCiES. PRIOR TO C(N°,TRUCTiON. 5. CONTRACTOR SHALL VERIFY All EXISTING DIMENSIONS, MEMBER ',ICES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK ALL DIMENSION.; of EXISTING CON TRIE';.1ON SHOWN ON THE DRAWING`; ARE INTENDED AS GUIDELINES ONLY AND MUST IL VERIFIED. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND ;1RUCTtJRAL COMPONENTS UNTIL ALI FINAL CONNECTIONS HAVE BEEN COMPLETED iN ACCORDANCE WiTH THE PLANS CONTRACTOR SHALL BE RESPONSIBLE FUR ALI 'SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HTS WORK. 8. CONTRACTOR - INITIATED CHANGES SHALL HE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARF OF SIMILAR CHARACTER TO DETAILS SHOWFi, SIMILAR DETAILS OF CONSTRUCTION SHALL RE USED. SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER 10. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OE COMPONENTS TO BE FiELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER 11 SHOP DRAWINGS FOR REINFORCING STEEL (FOR BOTH CONCRETE AND MASONRY CONSTRUCTION), STRUCTURAL STEEL, METAL ROOF DECKING, GLUED LAMINATED MEMBER:, AND PLYWOOD WEB JOISTS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS CONTRACTOR TOR SHALL SUBMIT WALL ELEVATION DRAWINt,'S OF AT LEAST 1/8" _= 1'• O" SCALE INDICATING CONNECTION EMBEDMENTS AND WAIL OPENINGS FOR REVIEW PRIOR TO CONSTRUCTION CONTRACTOR SHALT COORDINATE WiTH REINFORCEMENT SHOP DRAWINGS 12 SHOP DRAWING REVIEW DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD SUBMITTALS SHALL INCLUDE A REPRODUCIBIE AND ONE COPY, REPRODUCIBLE WILL BE MARKED AND RETURNED SHOP DRAWING SUBMITTALS PROCESSED Br THE ENGINEER ARE NOT CHANGE ORDERS. iHF PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, THAT HE DEMONSTRATES HIS UNDERSTANDING; BY INDICATING WHICH MATERIAL HE INTENDS 10 FURNISH AND INSTALL AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS HE INTENDc TO USE IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOrUMENTS ARE DISCOVERED EITHER PRiOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED 13 INSPECTION. CONCRETE CONSTRUCTION. MOVING OF EXISTING CONCRETE WAILS, MASONRY CONSTRUCTION, `1 PLYWOOD SHEAR WALL AND ROOF SHEATHING NAILING, STRUCTURAL STEEL ERECTION (INCLUDING FiELD WELDING, 1 EXPANSION BOLTS AND THREADED EXPANSION INSERTS SHALE BE SUPERVISED iN ACCORDANCE WITH SECTION 306 OF THE UNIFORM BUILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE FURNISHED WiTH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS EACH PiECE. OF SALVAGED LUMBER THAT 1S TO BE RE -USED SHALL BE INDIVIDUALLY INSPECTED AND APPROVED BY THE ARCHITECT OR THEIR APPOINTED AGENT. GEOTECHNICAL 14 FOUNDATION NOTES. ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QISALiFIED SOILS ENGINEER. iF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FiRM, UNDISTURBED EARTH AT LEAST 18' BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED. FOOTINGS SHAH BE LEN TIRED BELOW COLUMNS OR WALLS ABOVE BACKER!. BEHIND ALL RETAINING WAILS WITH FREE DRAININGG, GRANULAR FILE AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE LATERAL EARTH PRESSURE. . ..2,000 PSF 35 PCF RENOVATION I5 DEMOLITION: CONTRACTOR SHALT. VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALT. BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND iN A MANNER SUITABLE 10 THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAi IS TO BE SAVED. DEMOLITION DEBRIS SHAH NOT HE ALLOWED In DAMAGE OR OVERLOAD THE EXISTING STRUCTURE LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSI. A. ALL NEW OPENINGS THROUGH EXISTING WALLS, SI ABS AND REAMS SHALE HE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE B. CONOPFNIN(; TRACTOR SHAH VERIFY All EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING AN( C SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRiLT ING, IF POSSIBLE. D WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, THREADED BARS INTO THREADED EXPANSION INSERTS IN EXISTING CONCRETE SHALL HE PROVIDED TO MATCH HORIZONTAL REINFORCING, UNLESS OTHERWISE NOTED ON PLANS CONCRETE 16 CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PE ACED IN ACCORDANCE WiTH UBC SECTION 2605 AND ACI 301 CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF f'c 3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN S -1 /2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR l ESS. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED iF A CONCRETE PERFORMANCE MIX IS SUBMITTED 10 THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE. MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FiNE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH U.B.C. 2605(d). THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE PAiD BY THE GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS CONTRACTOR OR SUPPLIER MAINTAINS FULL. RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO 1991 U.B C. STANDARD 26 -13 TOTAL AiR CONTENT FOR FROST- RESISTANT CONCRETE SHALL BE iN ACCORDANCE WITH TABLE 26 -A -1 OF THE UNIFORM BUILDING CODE. 17. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT SI). GRADE 60. fy = 60,000 PSI EXCEPTIONS. ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy = 40,00n PSi. WELDED WiRE FABRIC SHALL CONFORM TO ASTM A - -185 18. REINFORCING STEEL SHALL BF DETAILED (INCLUDING HOOKS AND BENDS) iN ACCORDANCE WITH ACi 315 -80 AND 318 -89. LAP ALL CONTINUOUS REINFORCEMENT /5 AND SMALLER 40 BAR DIAMETERS OR 2' -0' MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS LAP CORNER BARS #5 AND SMALLER 4U BAR DIAMETERS OR 2' -O" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318 -89, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS NO BARS PARTIALLY EMBEDDED iN HARDENED CONCRETE SHAll BE FiELD BENT UNLESS SPECIFICALI Y SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 19 CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS. FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH . 3' FORMED SURFACES EXPOSED TO EARTH (i.e WAILS BELOW GROUND) OR WEATHER (/6 BARS OR LARGER) 2" (/5 BARS OR SMALLER) . 1 1/2' COLUMN TiES OR SPIRALS AND BEAM STIRRUPS 1 1/2' SLABS AND WALLS (INTERIOR FACE) GREATER OF (BAR DIAMETER PLUS 1/8 ") OR . 3/4" 20. CONCRETE WALL REINFORCING- -PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE. 6" WALLS 8" WALLS 10" WALLS /4 0 17 HORIZ #5 0 18 HORIZ. /4 0 18 HORIZ. /4 0 1H VFRTICAI /4 0 18 VERTICAL /3 0 18 VERTICAL 1 CURTAIN 1 CURTAIN 2 CURTAINS 21. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN AIL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION Of MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WAILS. SEE ARCHITECTURAL DRAWINGS FOR ALI GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FiNiSH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN- PLACE AND PRECAST. 22. NON- SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND Pt ACED iN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT iS PLACED (3000 PSI MINIMUM). ANCHORAGE 23. EXPANSION BOLTS INTO CONCRE TE SHALE BE "TRU -BOLT" WEDGE ANCHORS. EXPANSION BOLTS INTO GROUTED MASONRY UNiTS SHALL BE `DYNA -BOLT' SLEEVE ANCHORS. THREADED EXPANSION INSERTS INTO CONCRETE OR GROUTED MASONRY UNITS SHALL BE NON -DRILL ANCHORS, AS MANUFACTURED BY iTW RAMSET /RED HEAD INSTALLED iN STRICT ACCORDANCE WITH T.C.B.O. REPORT NO. 1372, INCLUDING MiNIMUM EMBEDMENT REQUIREMENTS. BOLTS OR INSERTS INTO CONCRETE MASONRY OR BRICK MASONRY UNiTS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION i5 REQUIRED FOR ALL EXPANSION BOLT AND INSERT INSTALLATION. 24. DRIVEL PINS AND OTHER POWDER - ACTUATED FASTENERS SHALL BE LOW VELOCITY TYPE (SERIES 1500, 0.14" DIAMETER UNLESS OTHERWISE NOTED) AS MANUFACTURED BY RAMSET/RED HEAD OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT INSTALL IN STRICT ACCORDANCE WiTH i.C.B.O. REPORT NO 1639. MINIMUM EMBEDMENT iN CONCRETE SHALL BE In UNLESS OTHERWISE NOTED. MAINTAIN AT LEAST 3' TO NEAREST CONCRETE EDGE. i344-615 MASONRY 25. CONCRETE MASONRY UNIT WAILS SHALL BE CONSTRUCTED OF GRADE N, TYPE I UNI TS, CONFORMING 10 ASTM C90, LAiD IN A RUNNING BOND. MORTAR SHALL BE TYPE '5" PER TABLE 24 -A OF THE UBC. GROUT SHALL CONFORM TO UBC REQUIREMENTS AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS, DESIGN F'm 1500 PSI. STRENGTH SHALL BE VERIFIED BY PRISM TESTING IN ACCORDANCE WITH UBC SECTION 2405 c, OR MASONRY UNITS SHALL BE CHOSEN IN ACCORDANCE WITH UBC TABLE 24C. FULL STRESSES ARE REQUIRED UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING REINFORCEMENT. 6" WALLS 8" WALLS 10" WALLS /4 0 48" (lr. VERT. (2) /4 0 48" Or. HORIZ. /5 0 48" OC. VERi (2) /5 0 48" or HORIZ /5 0 32" U.C. VERT. (2) /5 0 48" U.C. HORIZ IN ADDITION, PROVIDE (1) /5 (/1 @ 6" AND 4" WALLS) VERT. AT EACH SIDE OF OPENINGS, AT WALL CORNERS AND INTERSECTIONS AND AT FREE ENDS OF WALLS AND (2) /5 ((244 0 6" WALLS AND /4 0 4" WALLS) HORIZ AT ELEVATED FLOOR AND ROOF LEVELS, AT TOPS OF WALLS AND ABOVE AND BELOW ALL OPENINGS ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAMS. EXTEND REINFORCEMENT AROUND OPENINGS 2' -0" BEYOND FACE OF OPENING iF 2' -0' IS UNAVAILABLE EXTEND AS FAR AS POSSIBLE AND HOOK PROVIDE CORNER BARS TO LAP HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS. FILL ALL CELLS WITH GROUT PROVIDE CIEANnUT HOLES AT BOTTOM OF ALL CELLS CONTAINING REINFORCEMENT STEEL 26. STRUCTURAL STEEL DESIGN,. FABRICATION, AND_ERECiiON SHALL BE BASED ON THE LATEST EDiTIONS OF THE A I.S.C. SPECIFICATIONS AND CODES FOR STRUCTURAL STEEL BUILDINGS- ALLOWABLE STRESS DESIGN. 27. STRUCTURAL STEEL, INCLUDING PLATES AND ROLLED SHAPES, SHALL CONFORM TO ASTM A36, Fy = 36 KSI STEEL PiPE SHALL CONFORM TO ASTM A -53, TYPE E OR 5, GRADE B, Fy = 35 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE H, Fy = 46 KSI. ANCHOR BOLTS AND CONNECTION BOLTS SHALL CONFORM TO ASTM A307. 2 ?. METAL ROOF DECKING -- PROVIDE SIZE, TYPE, GAUGE, AND ATTACHMENT TO THE SUPPORTING STRUCTURE AS SHOWN ON THE PLANS. ALTERNATES MUST BE CONNECTED ACCORDING TO PUBLISHED I.C.B.O. CRITERIA FOR DIAPHRAGM SHEARS SHOWN. PROVIDE SHORING WHERE REQUIRED PER MANUFACTURER'S PUBLISHED CRITERIA. ALL DECKING SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE. 29 ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY WA BO. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUALIFJED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. TO COLD - FORMED STEEL FRAMING NOTES- -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A COLD- FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAUGE SHOWN ON THE PLANS. NOTATIONS ON THE DRAWINGS, RELATING TO MEMBER TYPES AND SIZES OR MISCELLANEOUS FRAMING ITEMS, REFER TO CATALOG NUMBERS OF MEMBERS MANUFACTURED BY ANGELES METAL SYSTEMS PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED FOR FRAMING SHOWN, PROVIDED THEY ARE EQUIVALENT IN SHAPE, SiZE, STIFFNESS, AND STRENGTH. ALTERNATE FRAMING SHALL BE SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION ALL COLD - FORMED STEEL FRAMING SHALL CONFORM TO THE A I 5.1 "SPECIFICATION FOR THE DESIGN OF COLD- FORMED STEEL STRUCTURAI MEMBERS.' H MATERIAL: ME TAI FRAMING SHALL BE GALVANIZED UNLESS OTHERWISE NOTED, CONFORMING AS VOl LOWS,. ASTM A446, GRADE D Fy = 50 ksi ASTM A446, GRADE A Fy = 33 hi I ?, 14, AND 16 GAGE 18 and 20 GAGE WHERE NOTED, PAINTED STUDS SHALL CONFORM TO. ASTM A570, GRADE E Fy = 50 ksi ALL 8 AND ID GAGE MATERIAL SHALL CONFORM TO. AS IM A36 Fy = 36 ksi C WELDING nF COLD- FORMED METAL FRAMING SHALL CONFORM To AWS D13 AND SHALL BE PERFORMED BY WELDERS QUALIFIED TO PRODUCE THE SPECIFIED CLASSES OF WELD. D. WALL FRAMING. ALL STIED WAILS SHOWN AND NOT OTHERWISE NOTED SHALT BE 20 XHD 400 STUDS 016" O.C. AT INTERIOR WALLS AND 20 XHD 600 STUDS AT 16" OC AT EXTERIOR WALLS TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 16 XHD 800 HEADERS SHALE BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED SOLID BLOCKING FOR MULTI -STUD OR STEEl COLUMNS SHALL RE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS FULL WIDTH BLOCKING AT MID - HEIGHT OF ALL STUD WAILS OVER 8' iN HEIGHT. ALL STUD WALLS SHALL HAVE THEIR BOTTOM TRACKS ATTACHED TO FRAMING BELOW WiTH /8 SCREWS AT 16' U.C. OR ATTACHED TO CONCRETE WiTH 5/32" DIAMETER DRIVE -PINS 0 16' O.C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE WELDED TO EACH OTHER iN ACCORDANCE WITH THE DETAILS REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND STRAP BRACING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND GYPSUM SHEATHING ON EXTERIOR SURFACES SCREWED TO ALL STUDS, TOP AND BOTTOM TRACKS, AND BLOCKING WITH SCREWS AT 12' O.C. AU BEARING STUDS SHALL BE LATERALLY SUPPORTED TO PREVENT WEAK AXIS BUCKLING BY CONNECTING EACH FLANGE TO GYPSUM WALLBOARD PER 1991 U.B.C. TABLE 41G. TRACK SECTIONS SHALL BE UNPUNCHED AND HAVE AT LEAST 1' FLANGES. WALLS WHICH HAVE SHEATHING CONNECTED ON ONE SIDE ONLY SHALL HAVE UNSHEATHED FLANGES LATERALLY SUPPORTED IN ACCORDANCE WITH THE DETAILS THESE DOCUMENTS REVIEWED FOR CONFORMANCE WITH THE FOLLOWING ORDINANCES XStRUCTJRAL PER UNIFORM BUILDING CODE NCB'.SThUCTURAL PEn UNIFORM BUILDING CODE C :'. `.•:00ARRICR•rrEPREGULATION$ THE APPUC"IR LS HL,,Pe'$:e.LE FOR CONPORMANC.0 WITH ALL A:PLIC44LF r • _., "; fiNCFS SUBJECT TO REOUIREMENTB AND INTERPHE THE GOVERNING AUTHORITY Date I0 . -,91 94 Damao °-J .1 .`,4- • R A T T I SVF. NSON PERBIX • Incorporated Nil A5 Arno Bulldog. Suite 500 seein.. Ira 031 0: 206 121-0667 D � TURNER AND ASSOCIATES 184:0 24th PLACE N.E. ARCHITECTS SEATTLE. WASHINGTON 98155 �r 1 w7 TELE: (206) 365 -7431 FAX: (206) 365 -7504 GENERAL NOTES SEAFUR REMODEL TUKWILA, WA JOB: 1994 BEST FILE: BEST- 11.DWG DRAWN BY _ _ _ _SGK CHECKED BY: __ _NJR DATE. 30 -MAO -SCALE. _ _ _ NO _ 19 SCALE REVISIONS - -------- .- - -- - - - --- 16 JUNE 1994` 2 SEPTE MBEFI _1994 SHEET Slol . GENERAL STRUCTURAL NOTES: WOOD 31 FRAMING LUMBER SHALL BE KILN DRIED OR MC -I9, AM) GRADED AND MARKED IN CONFORMANCE WITH Wet H. STANDARD GRADING RULES FOR WEST COASTtUMBER NO 16 FURNISH TO THE MEOWING MINIMUM STANDARDS JOIST'S: (2 K MEMBERS) (3 X AND 4 X MEMBERS) BEAMS AND STRINGERS. (INCI UDENG fi X AND t ARGE-R MEMBERS) HEM-FIR NO 1 MINIMUM BASIC DESIGN STRESS, lb = 1200 PSI DOUGLAS FIR NO. 1 MINIMUM BASIC DESIGN STRESS, Ih DOUGLAS FIR NO 1 MINIMUM BASIC DESIGN STRESS, lh PUTTS AND TIMBERS. DOUGLAS Ilk NL) 1 MINIMUM BASIC DESIGN `.IRE k STUDS, PLATES k MISCELLANEOUS LIGHT FRAMING HEM -FIR STANDARD GRADE 2 X h STUDS AND PLATES HEM F1k NO 3 /STUD GRADE t 1500 PS1 1.61 PSI 1iIu0 P' ;I SALVAGED LUMBER THAT IS TO BE RE -USED SHALL RE INSPECTED IN ACCORDANCE WITH NOTE $13 ON S11 i.' GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN C.ONFORMANF'E WITH ASTM AND AITC STANDARDS. EACH MEMBER SHALL BEAR AN A l T C IDENTIFICATION MARK AND SHALE RE ACCOMPANIED BY AN A I TC CERTIFICATE OF CUNFORMANCE All )IMPIE SPAN BEAM'; SHALL BE DOUGLAS FIR IAMBINATIUN 241 -VA, FA = 2,400 PSI, Fv - 165 PSI. All CANTILEVERED BEAMS ',HAIL BE DOUGLAS FIR COMBINATION 24F -V8. F6 - 2400 I'SI, Fv - 1B5 PSI CAMBER ALI. GLULAM BEAMS TO 2,000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS 33. LAMINATED VENEER LUMBER (LVL) SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD EACH PIECE SHALL BEAR A `,TAMP OR STAMPS NOTING THE NAME AND PI ANT NUMHFR OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH HOARD NUMBER, AND THE QUALITY CONTROL AGENCY ALL LAMINATED VENEER LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH NER- 126 USING DOUGLAS FIR VENEER GILLED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WIFH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. T h r 260(1 P51, - 1 S 106 P ;I, F v - 785 PSI (FOR 1 8F MIMEOS) DE•iIGN SHOWN UN PLANS IS BASED ON LUMBER MANUFACTURED BY THE TRUS -JOIST CORPORATION ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY IHE. ARCHITECT AND STRUCTURAL ENGINEER, At 1FRNATE JOIST HANGERS AND OTHER HARDWARE MAY BF SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE I CB 0. APPROVAL FOR EQUAL OR GREATER WAD CAPACITIES ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBER`; PROVIDED 34. PREFABRICATED PLYWOOD WEB JOISTS SHALE BE DESIGNED BY THE MANUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE. MANUFACTURER'S PUBLISHED SPECIFICATIONS All NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS, `'STIFFENERS, FTC, SHALT BE DETAILED AND FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCtURAL ENGINEER FOR REVIEW PRIOR 10 FABRICATION DESIGN SUBMITIALS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, MATE 01 WASHINGTON. PERMANENT AND TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. DESIGN SHOWN ON PLANS IS BASED ON JOISTS MANUFACTURED BY THE !PUS- JOIST CORPORATION. ALTERNATE PtYWO0D WEB JOIST MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE. JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE I CB O APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES ALL JOIST HANGERS AND OFHFR HARDWARE SHALL RE CPMPATIHI F IN SIZE WITH PI YW00D WEB JOIST PROVIDED. PLYWOOD SHEATHING, SHALE BE GRADE f -D, EXTERIOR C•L1.)[ Uk STPI)CTURAL Ii, IXTERIOR CLUE IN CONFORMANCE WITH U.B C STANDARD NC) 25-9 ORIENTED TRAND NUARD OF EQUIVALENT THICKNESS, F$POSIIRE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD SEE PLANT, FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING PFUUIREMfNTS ,b All WOOD PLATES IN DIRE(1 CONIACT WITH CONCRETE OF' MASONRY SHALL HE PRESSURE- TREATED WITH AN APPRU'vFG PRESERVAITvt. FKUVIUE ; LATER) OF ASPHAL I IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS. BLOCKING. ETC , AND CONCRETE OR MASONRY 1314-0135 37 TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALE BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO C94 H -1 EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BF SUBSTITUTED, PROVIDED IHEY HAVE ICHO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SUE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTAILED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE -HALF OF THE NAILS OR HOLES IN EACH MEMBER ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307 PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD UNLESS N01E0 OTHERWISE, ALL NAILS SHALL BE comm. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES JOIST HANGERS. ALL PLYWOOD WEB JOISTS SHALL BE CONNECIED TO FLUSH BEAMS WITH "ITT" SERIES .NISI HANGERS. 38 WUUU FRAMING NOELS --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS. A AU WOOD FRAMING (NEARS NOT SHOWN OTHERWISE SHALL BF CONSTRUC.IEO 10 THE MINIMUM STANDARDS OF THE UNIFORM BUILDING CODE MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHAH. CONFORM 10 TABLE 25 -0 OF THE UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE, ALL NAIL, SHALE BE COMMON. COORDINATE THE SIZE AND LOCATION OF AU OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWING; PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL ROLES AND LAG BOLES BEARING ON WOOD INSTALLATION OF LAG BOLTS SHALL CONFORM TO UBC STANDARD 25- 1/, SECTION 25.1/36 R ROOF FRAMING. PROVIDE DOUBLE .JOISTS AROUND ALL OPENINGS IN FLOORS OR ROOFS ONIESS OTHERWISE NOTED. PROVIDE BRIDGING M 8' UC AM) SUI ID BLOCKING AT ALL BEARING POINTS TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS ATTACH TIMBER JOISTS TO FLUSH HEADERS OR REAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE NAIL ALI 1,41111I-JOIST BEAMS TOGETHER WITH 16d 0 1;'" OC STAGGERED UNLESS OTHERWISE NOTED ON THE PLANS, PI YWOnD ROOF SHEATHING SHALT HE LAID UP WITH GRAIN PERPENDICUI AR 10 SUPPORTS AND NAILED WITH 8d NAILS M 6' 0 ( TO FRAMED PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND M 12" 0 C FO INTERMEDIATE SUPPORTS ALL ROOF SHEATHING FU(E`; 'J4ALL HAVE APPROVED TUNGUF -- AND - GROOVE JOINTS ALLOW 1/8" SPACING A! ALL PANEL EDGES AND ENDS OF ROt)F SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 1fid M 12" 0.0 UNLESS OTHERWISE NOTED AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT )X BL0I.KING AT ALL UNFRAMED PANEL. EKES AND NAIL WITH EDGE NAILING SPECIFIED. /• 39 1 WOOD FASIENE RS - Lj, A NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS SIZE 1ENCTH DIAMETER F4 2" 0.113" 8d 7"" 0 131" 10d 0148" 174 i ^" 0 148" 1bJ .W 0 162" IF CONTRACTOR PRUPi►:,fs THE USE OF ALTERNATE NABS, THEY SHALL SUBMII NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRI11R TO UINSTRUCTION, FOR REVIEW AND APPROVAL. Fi STAPLE; - THE FUELGWING STAPLE; MAY BE SUBSTITUTED FOR NAILING Of PLYWOOD (APA RATED 'SHEATHING) NAIL ';I /E EDLIIVALENT ';TAPIF MINIMUM LENGTH t,A 16 GA 1 " Pd 1`, CA 1 " 10d 13 GA 1 " IF (ONTRA1CTOR PROPOSE" THE USE OF ALTERNATE STAPLE',, THEY SHALL SUBMIT ',TAPLE TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRIICTIF1N) FOR REVIEW AND APPROVAL -PrCIFICATIA; NAILS AND STAPLES PLYWOOD (APA RATED SHI t- THIN' ,) FASTENERS TO FRAMING SHALL BE DRIVEN IRISH TO FAIT 01 '.HI A tHTNh • HATTI SWENSON PERBI( • Incorporated 1411 4ta Meaty IMI4iuo State 500 Seattle. fa 90701 205 624 17607 D D3 TURNER AND ASSOCIATES 18420 24th PLACE NE SEATTLE, WASHINGTON 98155 TELE (206) 365 -74 31 ARCHITECTS FAX: (206) 365 -7504 GENERAL NOTES SEAFUR REMODEL TUKWILA, WA JOB. 1994 BEST FILE: BEST- 12-.DWG DRAWN BY SGK CHECKED NJR DATE. 30 MAR 1994 _ SCALE NO SCALE REVISIONS 16 JUNE 1994 - - - -- - 2 SEPTEMBER 1994 SHEET S 1102 TS 5x5 PER S2.2 SEE 16/54.2 FOR CONN. TO FEN. TS 5x5 PER S2.2 SEE 16/S4.2 FOR CONN. TO FON. • TIP. AT ENTRY 19/S3.1 EXTERIOR SLABS PER PLAN NOTE 4, TIP. 3a1 16/S3.1 • • REFER PLAN NOTE 3. LTA 1 STAIR 04 GRA PER 3/S3.1 REPUCE (E) COL • FOOTING { -t-1 STAIR PER ARCM 19/S3.1 RELOCATED PANEL MARKS, TYP. REFER DETAIL 6/S3.1 FOR PANEL TO PANEL CONNECTIONS • W ... . • .- .. . Ri> 18a REFER PUN NOTE 3 SEE S2.2 FOR LOCATION OF STROACKING • PILASTERS. TIP.-1 NEW FOOTINGS CUT INTO (E) SLAB ON GRADE SEE 10 FOR MEZZANINE FRAMING1PLAN 13/53.1 1 REFER PLAN NOTE I `20/S3.1 DP. CMU INFRA IN (E) ROLL UP DOOR LOCATIONS PER 11/S3.1 e4Ieo(35 • • • . . t.- . . /54.1 18/54.1 EXTERIOR SLAB PER PLAN NOTE 4, SEE ARCNt FOR EXTENT AND LOCATION 8/S4.2 .4. 8/S4.2 0 19/S3.1 18 (E) OONC. PANELS REMOYEO OMEN MO COLS , . .� • •- .« PLAN NOTES. a u. '• . ,. 't 1. ND EXISTS, ?. • it " f ' • OR ENGINEERED 6x6 (TWICM. 4. 4' CONCRETE UNDISTURBED eACKFUL. PROVIDE 5/S3.1 5. SEE CONCRETE FOOTING DIFOUMATIQI Ain ii NO W1E FOOTIN .*U 1NOICATES NEN f00T1110 • • SIJ$ OVER r SAND 3 • DYER 4' GRAVEL' ON COEPAC O BACWILL TT2,1xw2,1 TETEF. CENTERED INTERIOR SLAB) SLAB OTTER 4' CRAWL EARTH OR ENGINEEISCONPACTCD REINFORCE W 6x6 CONSTRUCTION /CONTROL IN ALL SLABS OVER 400 DETAIL 5/S41 O NEW OPENINGS PANELS SCHEDULE SIZE SST* 40.1104 seiS '. a iti • IOcATIOIIS, ON. Mt *Poi no UNDISTURBED, EMIR REIWO*C( Ty DI Dia: ' • ON PANT ' W1.4..4 TM , JOINT'S PER Orv*IL M. IIRU EMT..' • ' , • • .. . mom •, MARK 0 1' -6' x 10' CONT. ' (245 CENT. 60T. 0 2' -6' x 2' -6' x 10' (2) EA: WAY ST. © 5' -0' x 5' -0' x I5' . (51 EA, WAY QOT. ® " -10' x 1' -6' CENT. MP ODNL.iit1loT. 0 3'- 0'x3' -0' 1112. (3)p EA. WAY Ste' FO 2' -4' x 1' -6' CENT. (2)/5 004. TOP • & L UllMIMs Mika . ; ACC - 5, , /k, .- : Ni..' .. R A T T I SWENSON PERSIX FOUNDATION PLAN ' SEAFUR REMODEL TUKWILA,•. WA ;:; was trkIM mu 1144064117. ' r . 1 r 1. DRAWN BY SDK ' . r f` . D TURNER AND ASSOC IA. 18420 24th PLC N.E. AR SEATTLE, WASHINGTON 90180 TELE: (206) 365 -7431 FAX,. (20$).3054104 , . : . FOUNDATION PLAN ' SEAFUR REMODEL TUKWILA,•. WA ;:; JOB: 1994 BEST . • •' a. FILE: BEST- .DWG : DRAWN BY SDK CHECKED BY: NJR . • . DATE: 30 MAR 1994 WAIL: 1/16' a 1' •04 .. . REVISIONS 1 16 EIUN(i :. ER4 2 S 1994 • • • . , - . . 1 l r • Y L • • 4 . , , 4iF �1T REFER PUN NOTE 1., TYP. MCI2x1o.6 REFER PLAN NOTE 2. REFER PLAN NOTE 8. REFER PLAN NOTE 1. 18HGSS-SO •16'oc STUD WALLS 117/1 TJI /350F • 12'oc BELOW 17/S4.2 rth d v (2)13/4x11%/8 LVL "' (2)13/4x117/1 LVL EA. SIDE OF SKYLIGHT TV. 7/S4.2 11'/1' TJI/25 OF • 24'oc TYPICAL W27x94 (C= 11/2') SKYLIGHT PER ARCH 'l CANOPY PER ARCM. 1811D5550 • Inc �>rs I STUO WALLS <' 6183/4 %10.5 COL (COMB 05) W/ cc9 -11 ca. CAP 5/54.2 2)13/4x117/1 LVL I REFER PLAN NOTE 4. - REFER PLAN NOTE 5. REFER PLAN NOTE 6. REFER PLAN NOTE 9. I I (E) BLDG. TO BE REMOVED 13/S4.1 WT4x12 C., Lai eaaa ,n N a g V 0 T..11 v0 V V 0 • -BRACE PARAPET WALLS PER 1/S4.2, TYP. REFER PLAN NOTE 1. TYP. J / V ,. b v v0 / V • O V v0 U, • • 1• x 3 v MC10x21.9 MC10x21.9 MC10x21.9 C1018. C1018. oxt P'1 I I CFOR a BEAM (111.001- OUT TOP OF CMU WALL) REFER PLAN NOTE 9, TYP. 20 15/S4.1 • PILASTER MC10x21.9 MC10x21.9 MCIOx21.9 10/S4.1 TV. 3 (4 /s4.i MC10x21.9 S 13/S4.1 II 1r 4 N� -S 12/S4.1 TYP. 5 rth S v 0 v v0 'O v0 0 v v0 v0 TS 8x3x1/4 (FLAT) GIRT T SUPPORT WINDOW SYSTEM - SEE 13/54.2 FOR CONN. TO TS 8x6 EACH END BRACE PARAPET WALLS PER 1/S4.2 TYP. / v0 MC10x21.9 NCIOx21.9 MCIOx21.9 iMC10x21.9 MC10x21.9 TS 8xOx3/1e w/ TECCOV CAPS -- "1 GL 51/41112 6151 18 Q c GL 83/010.5 COL (COMB F5) W /CC 51f4 -11 COL. CAP REFER PLAN NOTE 9, TYP. MC10x21.9 MC104.4 a MC1 14/S4.1 -REFER PLAN NOTE 8 20 54.1 TYP. 7S3.1 REFER 10/S3.1 FOR STORAGE MEZZANINE BELOW THIS AREA 4FAL-d135 isitstssas •L- la • • -A- t f • MC12x1Q6 C12x20:9 31/1x12 HEIR N US410 HUSC412 111/1' TJI /250F • 24'oc, TYP. --REFER PLAN NOR 8 a• 0 a3Pb9 HEADER- Q• 0 cf�oer ♦\ 404.241 HOC GL 3Vid �HEAOER NNS410 HUSC412 STflLIGHTS PER ARCH1 (2)134111% LW. EA. SIDE OF SKYI.IGNT, TYP. REFER PLAN NOTE 8 MCI2x1Q6 1811DS550.16'oc STUD WALL TYP.. U.O.N. • • L . (E) 644 • tee a (C) tad DIACONAL OWN; 3 (E) 91/4M9/* 'COAT* 4. (C) 6x14 (AE -USED) 111-d,'xe MOR au ` a 2x TAa DEOUNG , , 8. 3t' WA RAND SCATHING OWN 2% DECKIM NMI, AT ALL PAIL EDGES w/ 60 • Tae. AND W ROWS OF 80 11Yoc (I 24'oc MAX.) NAIL AT ALL DIAPII AGS BOUNDARIES AND OVER GL BEAMS w/ 164 I roc. . t. 7. ' .- INDICATES '70 ROOF AREAS HNEA*D W/ ' tyi' TANG A.P.A. RA1E0.9(A14N,, . • . • . a CANOPY OWN REFER 6/54.1 4.9/4.1 FOR . CONSTRUCTION 9. REFER 5/S4.1 • NOV OPENINGS THROW EXIST. CONCRETE PANELS 10. REFER 14/54.2 FOR FRAMING AROUND MEQIINICAL OPENINGS MU ROOF. .COORDINATE WI1N MECHANICAL DRAWINGS. • RA TTI SWENSON ,PERBIN • Isempasted Nil 4th as Das ti. NO ISO% it toe Wait e 1 • D D , . S 'rums A AssTs ID oa� 18420 24th PUCE N.E. SEATTLE. WASHINGTON 96155 TELE: (206) 365 -7431 .. NO (206) 365- 7'304. ROOF' FRAMING SEAFUR REMODEL TUKWILA, WA .••. JOB: 1994 BEST. • FILE: BEST- .DING . DRAWN BY $Q( . CHECKED BY: NJR DATE: 30 MAR 1994 . SCALE: 1 /18. a 1' -04 . R� UV 4:4131i %il • awanisel ' , �- 1 • �1 .;4 •.. E) PANELS (DECORATED), TV. ---• L- 8x6x1/2 x l' –O' W/ ((2) 414'0 EXP. BOLTS J/2 EMBED.) • 9' GA. EACH LEG JOINT PER ARCH. CORNER t 1/1xl'- 1"x1' -1" W/ ((4) N''• EXP. BOLTS 3/2' EMBED) • STRAIGHT PANELS L- 8x6xt/2" X 1' -0" W/ ((2) 3/4'I EXP. BOLTS 3/2' EMBED) • 9' GA. EACH LEG – PILASTER NOTES: 1. PROVIDE PANEL TO PANEL CONNECTIONS AT 2' -0' MAX. FROM FLOOR LINE AND TOP OF PANEL AND • 5' –O oc MAX. PANEL TO PANEL CONNECTION 6 18HOS550.24 "oc • 24'oc STUD WALL SHT'G PER 12/S3.1- 6" SOLID GROUTED CM/ REINF. W/ 14 VERT. • 24 "oc — 04 x 2' -0" W/ THREADED END IN EA. INSERT (E) CONC. PANEL t FOOTING 14 GA. TRACK w/ 5/811 A.B. • 32 "oc (2) #4 CONT. TOP Sc BOT. /4 x r 0 24"0c • 24'ocR(3W EMBED) 111 era- Inc oc (1) # 4 EACH NOSE (2) # 4 BOTTOM #4.18'ocE.W. EXACT CONFIGURATION OEN STAIR (INCLUDING TREAD AND RISER DIMENSIONS) PER ARCH. DRAWINGS. STAIR ON GRADE 3 SEE PLAN FOR SLAB THICKNESS AND REINFORCING. (TYP.) l' 111/2' PREMOLOED CONt. MASTIC JOINT STRIP. (JOINT CONTRACTOR'S 1OPTIOtN.) CUT ALT. WIRES AT JOINT PLASTIC VAPOR BARRIER AND COMPACTED GRANULAR FILL PER PLAN. CONTROL JOINT PROVIDE CONTROL OR CONSTRUCTION LINTS IN SLABS ON GRADE TO SNEAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR LESS. AREAS TO BE at SQUARE AND HAVE NO ACUTE ANGLES. LINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. SECOND POUR FIRST POUR SEE PLAN FOR SLAB THICKNESS AND REINFORCING (UP.) JOINT WITH y4' x 11l1' SLOT. FILL W/ EPDXY JOINT FILLER x 14' SMOOTH 00.5. AT CENTER • 12'oc, COATED TO PREVENT BOND PLASTIC VAPOR BARRIER AND COMPACTED GRANULAR FILL PER PLAN. CONSTRUCTION JOINT 5 #5x3' -0 "W/ THREADED END TO LAP EA. HORIZ. REINF. BAR 8" CMU WALL SEE 13/S3.1 FOR REINF. 5/C THREADED EXPANSION INSERT (5' EMBED) MC10 PER PLAN (OM T • 'SIM.' SECT.) L 3x3x3po x 0 6 W/ (2)3/4 % M.B. & (3 2Z5 /8"I EXP. BOLTS EMBED) PLAN VIEW 6' CONC. PANEL 16' SQ. PILASTER 7 6' CONC. PANEL PILASTER 7/53.1 SAM. (2)#5 FULL HEIGHT VERT. (2)05 OVER DOOR 2' 0" MIN. DOOR OPENING PER ARCH'L SLAB ON GRADE 1/4' =1' —O' 8 STAIR PER ARCH'L REFER 12/53.1 FOR SHEARWALL SHEATHING (2)16 XXHD 800 HDR's TYP. DBL STUD COL, TYP. CONSTRUCT ALL BEARIN4 16%541 WALLS SHOW W/ ANGLES 18HDS 400 STUDS • 16'oc 20' TJI /40C • 16'oc 11/e (2 -4 -1) PLYWOOD W/ 10d NAILS • 6 oc TO ALL FRAMED PANEL EDGES t • 12'oc TO INTERMEDIATE FRAMING (2)13/4x18 MICROLAM LEDGER (SEE 17/54.1 FOR ATTACHMENT) (2)SIUDS EA. HEADER, TYP. 13/4x18 MICROLAM W/ 3/4 "I EXP. BOLTS (31/2 EMBED) 0 32'oc TO CONC. PANEL 1pd• = 1' -0' STORAGE MEZZANINE FRAMING PLAN �® STUD WALLS PER PLAN 18 GA. BLK1G AT AU. HORIZ. SHEATHING JOINTS 14 GA. BOT. t W/ 5/b "I EXP. BOLTS • 32'oc (3' EMBED) (E) SLAB ON GRADE f WALL & FOOTING APA RATED SHEATHING W/ #8 x 1' SCREWS • 3" AT ALL PANEL EDGES AND • 12 "oc TO All INTERMEDIATE STUDS FOOTING SIZE & REINF. PER PUN BEAR ON FIRM UNDISTURBED EARTH - 11 -10' BRACE TOP OF WALL DURING BACKFILLING t SOIL COMPACTION (2)#4 CONT. TOP 2'-•• • 24'oc THREADED • EXIST. : ) SUB PER PLAN 1 WO THREADED INSERT • EXIST. SLAB (31/2' EMBED.) #4 HORIZ. • 12oc FOOTING SIZE It REINF. PER PLAN CB911 BASE W/ (2) LAYERS OF BLDG. PAPER UNDER COI. • —INFILL UNDER SLAB WHERE SOIL SLOUGHS INTO EXCAVATION PROVIDE DOWELS • EX. CONC. 12 PER STRUCTURAL NOTE g1501S1.1 SAWCUT (E) SUB AS 'REO'D TO INSTALL NEW FIG. (NEW SLAB •'SIM." SECT.) REFER TO 12/S3.1 FOR CALLOUTS IN COMMON 8' CMU WALL REINF. a- W/ #5 VERT. • 16'oc ✓k (2)95 11011I1. • 48'oc 1 DOWELS TO MATCH & LAP VERT. REINF. (ALT. BENDS IN FTC.) 13 18 GA. BLK'G AT ALL HORIZ. SHEATHING JOINTS 14 GA. BOT. t W/ WO EXP. BOLTS • 32'oc (3' EMBED) (E) SLAB ON GRADE ANGELES 18 S 400 STUDS • 16 "oc TYP. & 18 S 600 STUDS • 'SIM' SECT. APA RATED SHEATHING W/ 18 x1'SCREWS•3' AT ALL PANEL EDGES AND •12'ocTOAU. INTERMEDIATE STUDS 14 WO THREADED INSERT • 48'oc (3W EMBED) (2)p CONT. #4 x 2' -0' REBAR, THREADED ONE END, AT EA. INSERT 14' S0. CONC. PLINTH REINF. w/ (447 VERT. t #3 x©•6'oc - -.p FTG. SIZE t REINF. PER PUN (1)N • INFILL SLAB (SEE PLAN NODES) (NEW SLAB •'SIM' SECT.) PROVIDE CONT. Fit DRAIN _ __..eeer•••M•.I••■.••••'Y++•- !ral.. . .... - . e • _ .. . _ es • stet.- REFER 17/S111 L- 6x3Yex314 • 0-10' WI (2)3t'6 EXP. MIS TO CONC. PANEL (31/2' EMBED) t (2) WO AB• OR EXP. BOLTS) TO FTC. «1) MOLE EA. END OF EA. PANEL t 1) AT 1110- 1EN01H OF PSC BRACE TOP OF WALL DURING BACKFILUNG & SOIL COMPACTION (2)0 CONT. TOP Mk STUD SHEAR WALLS. SEE 12/S3.1 FOR CONSTRUCTION PER PROWL #5 VERT. • 18'oc CND. IN WALL SLAB PER PUN tee #4 x (--- • 24 oc #4 NORM • 12'oc FOOTING SIZE & NEW. PER PUN 3 4'o EXP. BOLTS (3W EMBED.) BASE t 1/2.00. / (2) 5/e i -1o' EXP. BOLTS (3' EMBED) SET ON 1' MAX. NON – SHRINK GROUT Beig-135 PILASTER it/2' USW PIASTER SAP ti 3 1g144 �"_".% J1v..,011 • • I 4. .. I ,. 1' • • R AT T I SWENSON PERBIII • mo.epwre• 1411 NI Ma IS NI. 110 has a nit s 04-1WI • TURNER AND ASSOCUIILS 18420 24th PLACE N.E. SEATTLE, WASHINGTON 98155 ARQH16f.TS TELE: (206) 365 -7431 , .FAX: (206) 306 -7504 CONCRETE DETALS SEAFUR REMODEL TUKWILA, WA JOB: 1994 BEST FILE: BEST– .CIWG DRAWN BY: WE CHECKED BY NJR DATE: 30 MAR 1994 SCALE: 3/4" • rage ■ 28SEI� 1994 S. r. t.4 611 SEE 10/54.2 FOR CANOPY FRAMING FORORTCL ) -: SEE 10/S4,1 FOR FRAMING ABOVE CONC. PANEL (NOT SHOW FOR CLARITY) TOP OF CONC. PANEL BLK'G PER 10/541 KERF B 1Nx6nx81/2 W (4)WO M.B. (CENTER IN h) 21/2" 2W W10 PER PLAN SEE 6/S4.1 FOR ATTACH TO CONC. PANEL MC10 (BEYOND) PER PLAN SEE 20/S4.1 FOR CONN. TO W10 GL BEAM PER PLAN SUPPORTED BY 6x6 POST W/ EPC68 TOP & BC60 BOT. 11 CONC. PANEL EXTERIOR FACE BEAM PER 5/S4.1 SECTION 12'oc 114' 1W. BEAM PER 5/S4.1 KERF HORIZ. LEG. OF BM. COLUMN 5% EXP. BOLTS (23/4' EMBED.) SECTION COL. PER 3/54,1 W/ 4'O EXP. BOLTS (3W EMBED) BM PER 5/54.1 1/4 ROOF DECK V L- 4x4x3/e x BM. WIDTH W/ (194'0 M.B. TO BM OPENING BASE P 1/2' X COL. DEPTH x 3' W/3/4'e EV. BOLT (3' EMBED) SLAB • I • • LENGTH S BEAM C COLUMN DETAIL 4' -0' MAX L L- 6x4x5'e L L- 6x6x3/e 2 2/54.1 6' -0" MAX. L L -64x/2 L L- 6x60/2 2 2/S4.1 8' -0' MAX, 4 C10x15,3 C C9x1t4 4 4/S4,1 4 C C10x20 C C10x15.3 4 4/54.1 12' -O' MAX. C C12x20.7 C ClOx15.3 4 4/54.1 14' -0' MAX. C C12x30 C C10x20 ' ' 4/S4.1 NEW OPENINNCS THRU EXIST CONCRETE PANELS 5/8'0 EXP. BOLTS (4' EMBED) I Inc EA. SIDE OF WEB (STAGGERED) CONC. PANEL (OMIT • "SIM." SECT.) FOOTING BELOW PER PLAN W10 PER PLAN BRG Q 1/2x12x12 W/ (4)50 A.B. ON 1" MAX. NON - SHRINK GROUT ROOF SHEATHING PER PLAN NOTES EX. BEAMS dt HANGERS -\ 12' SO. PLINTH REINF. W/ (4)16 VERT. & (3)13 x I roc TOP & 6'oc REMAINDER HU614 -TF HANGERS 0 RELOCATED 6x BEAMS O 0 0 O 0 0 O 0 0 O 0 0 EX G 8--' HCA9 -5 HINGE CONNECTOR COI. CAP PER PLAN 12' GLB PER PLAN REFER TO 12/S4.1 FOR CALLOUTS IN COMMON ROOF SHEATHING PER PLAN NOTES 16d03'oc 4x6 (P.T.) EACH - SIDE W/ THREADED RODS 0 48'oc THRU WALL 8" CMU WALL SEE 13/53.1 FOR REINF. PER ARCH'L ROOF SHEATHING PER PLAN NOTES 2x8 Q W/ We A.B. O 8' -0'oc (2)15 CONT. TOP 16d 0 3'oc (2)15 CONT. • ROOF LINE (E) 6x HU614 HANGER FULL NAIUNG COLUMNS RREMOVED ' L. ALONG GRID® -�__'__ ALIGN JOIST OVER WALL WERE WALL PARALLEL TO JOIST SPAN JOISTS CONT. • 'SIM.' SECT. 10d 0 6'oc TJI BLK'G PANELS BIN JOISTS. STUD WALL PER /LAN REFER 12/531 FOR WALL 9$TG & ATTADIIENT 16 100 • 6'oc sat dt NAILING PER PLAN 1---- SHORE (E) 6x BEAMS AS REVD 4x14 (P.1.) EA. SIDE W/ 3'CTHREADED RODS • Inc THRU WALL 'Q� Sci JOISTS PER PLAN W/ MIT3520 HANGERS W14x15.5 x 0' 9' W/ (4) 3/4'0 DP. BOLTS (3' EMBED) 11/2'0 STD PIPE BRACE (SEE ARCH FOR LOCATION) •� 1/4° CAP 0 END OF BRACE, NP. C12 PER PLAN (2) We M.B. I SPLICES 8' CMU WALL SEE 13/53.1 FOR REINF. (2)0 WIT. 0 FLOOR LINE PROVIDE (2) LAYERS OF BLDG PAPER MN LEDGER ! MU NALLIL T TOGETHER (3) ROWS OF 15d • roe lCONN. TO CMU WALL W/ 14'0 A B. SOR DP. BOBS) •16oc- v 16d 0 3'oc TO LEDGER N 4x12 (P.T.) LEDGER EX. CONCRETE PANELS RELOCATED 1 CONC. PANEL OR PILASTER WT4x12 x 0' -3• W/ (2) 5 /e'e M.B. TO C12 V4' TRD ON CONNECTION [(1) EA. CHANNEL I SPLICE LOCATION) WI 4x12 ALIGN W/ EA. PIPE BRACE SEE 9/54.1 FOR CONN. TO LEDGER • BLD'G 1 2x12'0 W 4) 1/20x6'W.H.S. NON SHRINK GROUT SLAB ON GRADE 16d 0 3'oc TO PURLINS ATTACHED TO PURLIN ARCH. MTT20B (MERE PURUNS 0 6' -O'oc) MTT288 (WHERE PURUNS • 8' -o'oc) 6x PER PLAN W/ HU614 -1F HANGERS 3/4'0 EXP. BOLTS • EMBED) & (1)•• EA. PURUN TO RECEIVE PURUN ANCHOR 13 ASC- PACIFIC ZINC ALUM OR BOX -RIB DECKING WELD TO CHANNELS A ANGLE W/ (4)1/2'1 PUDDLE WELDS (MIN.) PER SHEET C12 PER PLAN, SEE 8/S4.1 0 SUPPORTS L- 4x4x1/4 W/3/40 EXP. BOLTS (31/2" EMBED.) • 48'oc. (MAX.) 16d 0 3'oc . TO LEDGER 3/4'0 EXP. BOLTS EMBED) (3%2' 1/4':1' -O' SLOPE CONC. PANEL NOTE REMOVE EXIST. ROUGH ROCK FINISH BEFORE ADDING LEDGER ANGLE 6' -0_5" st MIN - /-16d113"ocT04x EX. CONCRETE PANELS RELOCATED 7 6x PURUN 4x12 0 6' -O'oc W/ MTT208 R LUS410 EA. END 202 (P.T.) LEDGER 14 16d • roc 12' APA RATED sot (EXP. 1, 24/0.) ONE FACE OF WALL. NAIL • ALL PANEL EDGES (BLOCK UNFRAMED JOINTS) AND TOP it BOT. PL'S W/ 8d • 3'oc AND Inc TO INTERMEDIATE STUDS. AND (2) LAYERS OF e/e' GOB EA. SIDE OF WAIL & NAIL PER UBC TABLE 47H PILASTER BEYOND NOTE: SEE ARCH'L FOR FIREPROOFING REQUIREMENTS EXIST. CONK. TO REMAIN SOLID BLK'G BART GL A C10 EX. 6x FLAT 164 • 4'oc PLATE TO 6x 2x4.16'oc MAX. AS ((AAQ ;TIN. EX, EX. 2x4 PL W/ A.B. • 24'oc MAX. (ADD THREADED INSERTS WHERE EX. A.B. ARE NOT ADOUATE) STRONGBACKING & CONN'S • PILASTER PER 15/S4.1 MCIO PER PLAN (3/4'0 EXP. BOLTS d® 31/2' EMBED) • 24'oc (2) 11p'0 M.B. SEE 10/S4.1 BTWN PILASTERS (NOT SHOWN FOR CLARITY) 3/4'0 EXP. BOLTS (3W EMBED) SEE 19 /54.1.1IHERE NO BEAM OCCURS • PILASTER C10 (E) GL BEAM C10 STRONG BACK PER PLAN MCIO SEE 20/S4.1 FOR CONN. TO C10 15 - -- PIPE COL 12'0 CONC. PUNTN RUNE 1/ (4)15 VERT. • MOM 4I Yoe T $ • roc FOR REMAINDER • FTG. PER PLAN WI DOWELS TO MATCH ! LAP *RT. BARS 160 • 4'oc TO 4xs 4x14 FOR (2) JOIST SPACES • EA C10 NOTCH BLK'G I 6x (4)%0 Y.B. (E) 6x FLAT SEE 10/S4.1 BIM( PILASTER 'NOT M CLARITY) 6x (E) 6x JOIST LUS41 1102A C10 PER PUN SEE 15/S4.1 FOR REMAINDER 19 CIO STRONGBACKS PER PER PLAN SEE 15/54.1 FOR ATTACHMENT TO PILASTER t 1/2x44 W/ (2) 3/4'• M.B.. TYP. • fi, r. • t REVS 9 1: • HATTI SWENSON 1,511811 • tourponts uu40 a Marx It ma a -waxer TURNER AND A SOOQA, TES ARonci, 18420 24th PLACE N.E. SEATTLE, WASHINGTON 98155 TELE: (206) 365 -7431 .. : ►AX: (20Y) 3850104 FRAMING OETAI.S SEAFUR REMODEL TUKWILA, WA JOB: 1994 BEST FILE: BEST- .DWG • DRAWN BY: SIX CHECKED BY: INJR DATE: 30 MAR 1994 SCALE: 3/4" = 1' -O° • REVISIONS 113 JUNE 1994 ZZ tW'f6M*SC lam} • • . _ • 1 • MCIO SEE 10/S4.1 FOR INSTALLATION CONC. PANEL k�P{111SMER PLATE TO STRONGBACK VARIES PER ARCH'L 185550• 24'oc STUD WALL SEE 14/53,1 FOR SHEATHING t ATTACH 18GA BOT. MA ATTACH TO ROOF W/ /8 x 11/2' SCREWS • 4'oc 1 MIN. L 1 MACK L 3x3x +/4 CONT. LEDGER 11/2" STD. PIPE BRACES • 8' -O'oc MAX 12' -0" FROM END OF WALL (NOTE WHERE BRACE LENGTH EXCEEDS 10, -0", USE 21/2'1 STD. PIPE) ROOF SHT'c PER PLAN IwDoo ARAPET WALL BRACING f NO SCALE ANGLE PER 1/54.2 KERF a 1/4' STUD WALL PER 1/54.2 805 3/18 r 18 GA r SOS. EA. STUD i �'� • 1/4' cfl • pr ' END OF BRACE It Al r PIPE BRACE PER 1/54.2 PIPE BRACE PER 1/54.2 ■•■ r I MOT W/ (10) /10 x 13/4" MOD SCREWS ROOF DECKING AND SHEATHING PER PLAN BRACE TOP OF WALL PER 1/54.2 --N43/4 TYP. STUD WALL SEE 1/S4.2 FOR - SIRUCTION 11P. U.O.N. ON PLAN) BLOCK elm. STUDS TYP. CONN. EA. STUD TO LEDGER W/ (3) p x 13/4 SCREWS. HEADER WHERE SHOWN ON PLAN 117/I' ix CONT. LEDGER IMO HANGER INVERTED, 111). ISIS & SHEATHING PER I' LSTAI2 TOP • BOT OF EACH JOIST JOISTS Alt SHEATHING PER PLAN BLOCK 1 B 0 LIS LTSI2 • EA. JOIST iNSUI. PER ARCH. 124 I 4 oc 2u3 PLATE OVER ANGLE L- 3x21/2x34I (LW) W/1/2.11 M.B. 0 24'oc k 'W EXP. BOLTS (4 EMBED) 0 32'oc EXIST. ROOF FRAMING EXIST. CONC. PANEL PARAPET WALL PER 4/S4.2 ROOF SHrc BLK'G BTWN JOISTS 12d • 4'oc SEE 4/S4.2 2 PARAPET 2x6 TOP PL W/ M.B. • 48 "oc 18HDS 550 • 24 roc 14 GA HOT. TRACK W/ 1/2'1 PUDDLE WELDS • 48'oc - NO BRACING PARAPET WALL _ Ak CONN. PER 4/S4.2. SEE ARCHI. FOR CONFIGURATION --so 11W TJI /35 DF 0 12"oc CEILING JOISTS TS 5x5 1 ROOF JOISTS & SHVG PER PLAN SEE 5/S4.2 0 WALL 140A TOP TRACK W27 wills MTS18 EA. SIDE EA. JOIST WELDED TO W27 TJI BLK'G PANEL BM JOISTS 59_5=0135 r C coNc. saw WALL PER 19/53.1 SOD 111/ p 'MB • 3 a UNDER CO.. r BRG. a 4x51/26x11' WI (2) 40 M.B. 16 W27 3, r TS 515 ITT3511.88 (INVERTED) TYP. (2)3x117/$ LVl LEDGER W/ 3/4'I EXP. BOLTS (45 EMBED) • 48'oc 1y 111/(2) WA NAB. 17 3r4 r N It i fr 11/2' • e 3/4x11x11 W/ (2) 34'1 EXP. BOLTS (4 EMBED) • roc • ■ (E) 16' SO. CONC. PILASTER CUT OFF AS SHOWN TS 6x6 PER PLAN GL 51 /e's PER PLAN 21/2 11/2 KERF F +px8x 1' -6' (CM IN BM.) BRG. a 1 /2x51/ex6 LTS12 • EA. JOIST TJI BLK'G PANELS W /16d•6'oc TO 6x 2x6 CONt LEDGER W/ (2) ROWS OF 16d•6'oc 2x6. 16'oc STUD WALL. SEE 10/S4.1 FOR 91r0 & NAILING NAIL TOP & BOT. I Pl.'s W/ 16d 4'oc 51/e PER PLAN SEE 9/54.2 FOR CONN TO TS COL. 10 TS 8x6 COL PER PLAN TS 8x3 GIRT PER PLAN (2)2x6 EA. SIDE OF OPENING W/ LUS26 -2 HANGER EACH END 6x BEAM NEW ROOF sHrc PER FRAMING PLAN 15/S4.2 MECHANICAL OPENING (SEE MECH. ENGR. DRAWINGS FOR SIZE & LOCATION) S EX DIAGONAL MG DECKING wl 6x BEAM 16d • 8'oc EA. SIDE (� 16/S4.1 SIM.) AND 16d • Inc EA. SIDE • 16/54.1 TYP. (STAGG. ROWS OF NAILS) TOP TRACK OF METAL STUD WALL 9 TJI BOTTOM FLANGE 214 PLATE (014) ATTACH TO TOP TRACK BEFORE INSTALLING TA JOIST/p,K'O '0 M.B. • 11'oc r f4 S Ka THIS DETAIL APPLIES TO TOP A BOTTOM TRACK OF ALL INTERIOR STRUCTURAL STUDS. SEE 20/S42 FOR STUDS SUBJECT TO WIND LOAD. NO PUNCHOUT SHALL OCCUR WITHIN 12' FROM END OF SPUDS STUDS MUST BE FULLY SEATED AGAINST TRAP( RUMOR TRACK SAME GAGE AS STUD MINIMUM 1' WIDE FLANGES CONN. SOT. TRACK TO FLOOR W/ 5/32'1 DRIVE PINS • U.O.N. SCREW ATTACHMENT MEN TRACK IS AMID DIRECTLY TO STUD FLANGE. A STANDARD ND. We >% a PAN HEAD SHEET METAL SCREW SHALL BE USED MEN DRYWALL OOMERI * TRACK AND STUD VMS ARE ATTAC ED AT SAME TILE. A SIAMDA1q (INL)1' LONG 0141141 SCREW MALL BE USED. ANY CONLOIANON OF it MOVE tEA100$ MATE USED III THE CEO OF A COMPLETED at SY. _- ..•••.....,»•••• :/ • DECKING & SHEATHING (2)231 NAIL W/ 16d • Inc 6d • 6'oc 11/2' =1' -0' 1 x 11/2' ANGLE W/ SAME GAGE AS STUD - LENGTH • STUD WIDTH LESS 1' STUD PER PLAN OR DETAILS TRACK WOE ONZ AS STUD WW 1' WIDE FLANGES, MIN. y br REM . t .`� j , i t' . ' ` : ' ' ?T ■ . • . , TURNER AND ASSOCIATES,' 18420 24th wa Mc su�m� WASHINGTON sex 18420 24th PL C N.E. SEATTLE. WASHINGTON 98155 hu: (206) 365-7431 FAX: �eae> �-ma TELE: (206) 365 -7431 FAX: (206) 365 -7504 I. FRAANVC' DETAILS SEAFUR REMODEL TUKWIL A, . WA JOB: 1994 BEST FILE: BEST- .DWG DRAWN BY SGK ATTACH ANGLE TO TRACK W/ SCREWS WHERE POSSIBLE WERE TRACK ON COMTE SHOOT (2) 5/32"0 DRIVE Pl DMU EACH ANGLE INTO ■ 1% 1 .1 Cv { 1 `. CHECKED BY: p4JR DATE: 30 MAR 1994 SCALE: 3/4'. i 1' -0' 5? 3 f.rit ., • us( (3) No. e. SCEWS TD ATTACK AIME 10 SE/. 1 ALL SUDS WIST 10 NO LOANS SWILL K ATtAC•D 1010P NO SO'TiKw TRACKS 4 SKIMP ONLY UI AT 11012ot lilac OT *L AT fl t . 2 . SW 1I Sal BEAR AGAINST TRAgi S Go I�B • • a •-7 �� - �� .♦- vim' �.���7. _ rnn •r•ot -- _..�..• ■..••.�.......A I .,ate.. II a'"�? • r.' vuc: N jri Mt\cA04 \4ni- P140T0 DRAW 1111='E:'•1G.L NIGH •'1"I`! AP, 'A NM all a mu 1 FS* I Moir WArealla NA nue lielmotallAil �■ It Add�,. 11111 ■■ 111 ■�����ul� ■ ■11 ■11 ■ ■��r ■��i�lm h � ■�����.���'�� war-wattfetgiallin9Feriiiiimana,Triiiieraiiitianeraiii „ wr APA; "r" im■14011/0....."S-1-irs 11-^111111"""Css. agar ,lik 111 Y*Ak 4 4 1 r eitt Calit .0.14 1 a ) 0 It It • 41S 4.414*‘ AlikkfrAt- 1.014A jtA jr4 tlibit441444 migirjer ritinere EirattetareS1 leaS 1/42 larr(tgltri I SIN "1 I Cane ita lira la la I Da I I I Et M IMP P 111111"1111 al -�-- -- - - atir — . .. Dr RECEIVED , . $$P 0 $ 'Mil ail -d135 • mesa RCMt: 1 • • !�0• Sea -_ ECOLLirVARD 4-- S '•. PArx INGZNItRS inc. aperassm l Mn N «an muss* nut --CEP ► 3 r Tii i.0 }: �(i C1 }VIS(L1y ELOPMEwt • a.- • • Y' • • ;• % ' ;,.. , « • 1 I I I 1 I I I I .I I I I I 1 I I I 1 I 1 •I 1 I I 1 , I I 1 I ANDOVER PARK WEST EXISTING COTTONWOOD TREES TO REMAIN ' ov10O:O.O'O:O i floSIS fl O:O:O:000:0.00O:O:Oo:O:O:O'- 1u1 �` EXIT �n� �x�T ■ li �� _ r.. -.., a• •_.a._ OF EXISTING ILDING TO BE MOLIXHED NOTES Arna,mlr% ►t+N4aTIoM To INCl.un A MOlt•Mt «M*r y • Llglsdambar stynolHw(Amaloan awaatpum rags occidental's •Emenle/ Emerald pai arborvitae Thus plicate tntig eta•/ Hogan cedar, Ara paktrnan/ Jmenaa mapia stoma Aucuba japonica/ Japanese sucuba 3 pl. cont., min. ht. 24• 3 gal. cont., mite ht. It S gal. cent., min. ht. IP TURNER AND ASSOCIATES • EuonymusJsponica/ Evergreen euonymus Pines mugo mugho/ Mugho pine Prunus lsuroceresus "Otto Luykens•/ Otto Luykens laurel Rhododendron •Gumpo Pinky Oumpo pink scales Rhododendron "Vulcan (lame S pl. cont., min. ht. 246, MI & bushy S gal. cont., min. spread 24• 13•18• ht., B&B, tLU cis bushy ARCHITECTS 420 24th R.RE. SEATTLEE, WASMRiON 06155 (204) 365-7431 FAX 385-7504 Existing shrub & grqund cover to remain cam, tawsaa.I a itse Canerat et PC M RIR Fa A RAN 4• pots 018• o.c., triangular spacing I gal. cont. planted 0 3 R. o.c. Existing tree to remain • protect during construgnon In11.7 claw's" �IDi _�= '_tee.':' ' = (t: :r_ , l 1�c� -GL �uwNt • Vr • =MIME 111 ueRT °.!FW:WA GEE Ei aTaeat. • " L. — - - - - - - - - - - - - - - lact c71•■•■11•1 1135 • • ..�.- .11•1■••• . - . - . • - . - . - . - . a . - . - . - . - . - . - . STRANDER BOULEVARD • • .- .lam..- .- .a.- .- .- .- . -.-. -. as a e p.- .- . -.-.- Landscape Architecture Gat MS Na Lie 0 Mink WA ea TcN/Raae Cam) 77•4932 MX (2%) 774•803 • RECEIVED SEP 0 61991 COMMun , r OEVELOPMEN r SHEET LANDSCAPE PLAN oF 4 OSOUND come enact SID ;,XTRUDED CURB PLANTJ$Q Lod •t M,ua4N 1. u r n H n -II -I II` =11 -II _11 II II- II II II 11 F i II -11= I1 -III' rlli �I[I VIII -4 it 11 II II If II II II II If II II II I II 1111 II II II II II II II 11 u • d nu II- It II If�i II II- II 11 II METAL EDGING DETAIL floe MtU OUITPC MIL . rMTiu. WI sTMN gaol -o135 IC a WRAP VANE AWE) at TaHAM Moss met tranfflucto maw tat Wir STSAs. meow r 11005 MIT•STANEO F�p 1100T1A1L. !MOMIM TtM WIN t E 4. TON TO MOSS 001M TOP t MPS N OOTIALL OR =MALL .Mr TREE STAKING DETAIL INES WRAP IP MC VANE MD 11011 tWOOCK1 NA%l�St 1111 a PEN MILON PLANTING SOL WM L um OPEN SAW AND FOLD SO TOP un COOS t MOUND 10 UMW MNEE • NO SCALE SHRUB PLANTING DETAL (1 GALLON & GREATER) ND SCALE GROUND COVER DETAL (4" POTS AND SMALLER) No SCALE N.ANTINO NOTES 1. CONMMOTCR MOLL SE 1tUPONIM.I FOR FAMLMARN01NANRL' WITH ALL 0771111WM11 FROM M NIIIPRIORTOSTARTNGLANDSCAPEMIRK I. CONTRACTOR DNTuMpGAMYIKIMNOUTLITE& IT ANY AM INOOUNTIMD, Oaf TRACTOR ETo PROMPTLY AOVNSCENERI .CONTRACTORAIMOV a 3. CONTRACTOR MALL MMNTAN AND WATER PLANT MATERIAL UNTIL ' CAME FNALAOEPTAMOE. 4. COMPACTOR SHALL EIEEFCN SIRE FOR CO AFUTNG1F OROa1JNITITES OF OR3UI000VER MD RANT MATMIAL UTLEMO *MN= SPACNOI FaR PLANTS is mom ON RANT SCHEDULE AND MINIMA PUNTING DMTANCES AS EPSOM GROW L GROINDOOVER MALL E PINNED NM ECUEATEML TRNNOULM MOM PATTERN ATMIOIICEMMDBTM OESWM MEMORO 1NOOVER MUTE CUMIN& WALKWAYS, MINION ON POLES, M NIMUM PLANTING DISTANCE M&L N 1r FROM CENTER OF PLANT TO CURSING. WICKS, ETO. MINIMUM PAPATINO DISTANCES SHALL SE 14' FIKM =MR OF AU. TREE& . S. CONTMOT0R MAIL E IEMONSIRE FOR MOVING TIE MAMMY OF PLANTS THAT AM REPRESOIiID SY SYMBOLS ON THE DRAW NO. 7. SUBORN* TOWRIEI I/1OINFOOTPROVEEDEY MEWL CONTRACTOR USESSORSER 111MG D I. MN. 4' DEPTH &WAY TOPSOS. IN ALL PLANTING AREA& 0 MINIMUM r DEPTH BARK MUMS ALL PUNTING SECS. 10. AU. PUNT MATERIAL SHALL SE FERTILIZED WITH MAD TRANSPLANT FERTILIZER 444 PER MANUFACTURERS RECOMMENDATIONS. 11. ALL PLANT MATERIAL SHALL CONFORM TO ANI STANDARD FOR NURSERY STOCK LATEST 101710 I. IL PLANT SHRUBS AND TREES A MEIIMIMOF 311' FROM CURES TO ALLOW FOR CAR OVETSMNQ UNLESS $EELSTOPS ARE PROVOE0. IL CONTRACTOR TO PROVIDE A OESIONSULD AUTOMATIC IRANOATION SYSTEM (OR SMTALLL 111E DESIGNED AUTOMATIC IURIGAT1ON SYSTEM4IF PROVIDED) FOR ALL PLANTING AREAS. POP4W SPRAY SPRINKLERS TO SE USED WHEN LOCATED ADJACENT TO WALKWAY& 14. OROIR000VER TORE 1481MLtD WI AU. P(1WTINGEM. SI AND SPACING AS SHOWN N THE PLANT SCHEDULE. IS. Air MACH MOWING STRIP SHALL E PROVIDED N LAWN AREAS ADJACENT TO BUILDINGS. NOTES ' , V L J D , aD TURNER AND ASSOCIATES • ARCHITECTS t420 24th Pt. NE SEATTLE, WASMkiTCN Sea (206) 366 -7431 FAX 310 -7504 Pia NOTES/ MAILS . SEA—RR REMODEL TU(WLA WA JOB BEST FLE: MINTS . DRAWN BY: LANDMAN 1 J.A.L. CRACKED BY: HRT /TSP. DATE 12/S /93 • SCALE: { -Z0'-0" REVISIONS EaP {Ic_s _':I :' '' : �rCle_■'.'.It'' at MS ' c rnt it is .: i : rr-T AMMO= w•rt •Ta ;:• : :_ rr..►_nra1 • .. r • :,: 11111•11 LANDPLAN PS. Landscape Architecture UM) IS• SUM. SNM D Mat WA 911030 Tsp .- (206)776•473 MX (107) 71*7103 &SinrT R6JtS%&ab In etto/14 SC? RECEIVED SP 0oS ��pp M�- OEV PMbNVT Sas SHEET LANDSCAPE DETAk,8 v.Iillll �I( IRRIGATION SCHEDULE COORDINATE CONTROLLER LOCATION WITH ELFrCTRCIAI. PAM. SYMSOL MANUFACTURER /CATS rirelf* I Etta 0 BIB SST lO rj Shrub /Lawn Hoad Shrub/Lawn Had Shrub /Lawn Hoad Shrub /Lawn Hoad Rainbird 1800.15' sties 11812- PRS•shrub, 1808•PRS- Shrub Head adjacent curbs/ sidewalk, 1804•PRS•Lawnl Rainbird 1800.12' series 11812•PRS•shrub, 1800•PR8• Shrub Head adjacent curbs/ sidewalk, 1804-PAS-Lawn) Roinbird 1800-10' sorbs 11812•PRS•shrub, 1808•PRS• Shrub Head adjacont curbs/ sidewalk, 1804•PRS•Lawn) DESCRIPTIONIREMARKS 30 psi adjust radius as required. 30 psi adjust radius as required. 30 psi adjust radius as required. VALVE SCHEDULE Rainbird 1800 -strip satin 15 EST. 15 CaT,15 a5T, BIS SST • 17 SST 0812-PAS-shrub, 1808•PRS•Shrub Head adjacent curbslsldawalk, I804•PRS• Lawn) 30 psi adjust radiui as required; install per detail. Shrub/Lawn Head Rainbird 1800-van nozzles (1812•PRS•shrub, 1808•PRS• Shrub Head adjacent curbs/ sidewalk, 1804•PRS -Lawn) as shown or required 30 pal adjust radius as required. Control Valve Rainbird PEB sari°, 100 -PE8, 180•PEB, 200 -PEB Plastic control valve: install per detail. Controllor Rainbird RCM•8B, pedestal mount P.O.C. Point of Connection Multi-station controllers, install in location shown on plan. Set controller schedule for station type. General contractor to supply 1-1/2* irrigation water meter; 2' supply line, and threaded stubout for irrigation contractor's use. Backllow Proventor Shut-Off Valve Wilkens 550 1.1/2" Sackflow provontor device; install per detail. 200 psi threaded ends. Install per detail. CLOCK VALVE STATION VALVE GALLONS PER NUMBER NUMBER SIZE MINUTE REMARKS 1 1 1112" •38.24 shrub 2 2 11/2' 35.54 shrub 3 '3 1" 10.42 dswn 4 4 1 Nt" 38.94 shrub 5 5 1 K" 30.82 shrub 0 8 1" 22.53 ' shrub 7 • 7 1" 24.83 shrub 8 . 8 1" 13.01 lawn • NOTES •' ■ , •' IRRIGATION PLAN SEAFUR REMODEL TUKWILA, WA a 1994 BEST ALE: BSTAI -tGCD DRAWN BY: CFECKED BY: DATE: SCALE f • 20'-0" REVISIONS 5/25/94 CONSTRUCTION DOCUMENTS 8/2/04 SITE CHANGES Weo /94 17LN4M 1146 parr news CIM14,1411Los a7 a strain!, Quick Coupler Mainline Laterals Wilkens 1.1/2' Brass strainer w /100 mash screen. Install per detail. Rainbird 3RC 3311 key/SH -0 ell PVC-Class 200 PVC•Clas 200 Install per detail ® POC. Provide 111 Key and Ill Ell. 0.0 Sizes es noted on plan, 3/4• min. Sleaving PVC•Sch. 40 • Manual Oraln Champion Provide under all hard surfaces. 12x size of interior piping) Install at the low point in each run of pipe. Install per detail. n 1 I rireQe v, /I ►�� ti` ♦, v . 0 �4, ��` r�1��lm����m�' Ll��li����n��tom���a +�19A€'iiEl������ium�����immf l���il ••••• ....... ma tit t 1) tI1_ 1°). 1°4 )) 17*' - — - - a-- -•aa- • =0(35 • IS • - - - - - cable -alai n SIN RACE ML RAM MINGTON INS �1 `.Y. :J.r X. -_Sw A•••., 1 Il'j'l • RECEIVED a p0619 CUNINIUNo 1 r —DEVELOPMENT SHEET IRRIGATION PLAN Landman Areklteetu re sus mom /MS, MIN D Suead, MA 18821 •• ••••••••• •••°••.••• na w zOAT SOW NUS 10 gmUNASSOS AMA coon a n TIN MINIM LOOP Oa en sAanlNOwNO WSW (XISE tOM Witicrir L ISM NOUEU SOMAllt, Oat OTC 1S' 1Mt PVC WPM MOM Plow Alkage NT Me la PVC 101 40 MALI a OVA e RAMS) PLO Na Ogg PC 'LOON PC 1M PPS PC anti Na FWfl*kw) CoY.ION von CONTROL wad t. 111LMES AM TO e N ITALLEO N Nall **u Nita Ones *NW t WMMM VON THAN 015 WI LOCATED N T1a M!! AMA. PROVOS A SIMCS A lad or mu ant. a DN TEKON TAPS oN All nn*oED RIMS No SCALI ($TMNONT Twin) TYPICAL REMOTE CONTROL VALVE ASSEMBLY NO SCAR (MOO Mg TYPICAL GATE VALVE ASSEMBLY MD SCALE (t' AW SMALLER) 136i4e 135 frP PVC Tn Mg gag Wier outsST TTP. WWI LN PVC SWAM MOW DRAW NUN 1rn• IICu nJ NoTC OONTR CTOn 10 at glAOT IOCna. TYPICAL DRAIN VALVE ASSEMBLY NO SUMS TYPICAL OMB HEAD ASSEMBLY NO WAS (PDPU TWN) vnN(aE. NO"S POP-UP SOOT AtWA1W asm&L Nl• AIMS MIN GRACE) Pao snit So KM baa AS MIOU RlD PVC SON 40 SMUT MSON Pt0 Sat 40 SCOW PC Sat Ao ff�rgqig iead OWLN Nsa pIta M N A fl OEOMS ANOU PVC Sotto STRUT Maw LAINIAL Loa deg AS NOTED CM O.AMNO) Nona moo TAN ON Au WIN N= f ttIC$ TYPICAL LAWN HEAD ASSEMBLY No Stag tmt t vowsaSSnee.: elao. -;a 110111/4 flu t no them as note1MNt TYPICAL SHRUB HEAD POP-UP ASSEMBLY No SCATS mrnonIoN/10TSs tAtMligl ions 1SSTSA71N110fa Ma It 41W) I. Sandal Catratavi p e• a. ids $151 it gib frw1N o .wash of t .l•' finish b. Mrwdsd wuftern laaair hr lwmtt•n t y~ii. ran •f S. Site Utility and/or Meshainn$ Cestrnan •. wins ::11:1:81118.1.81 ttImo .as ter weel� ooyy t 1 rtrtMe•M.(�te.Men1 t�.ha/•5* •udtlltsstMstslolatlN aPAts/lestag LA zg: below fl.tMl Bade. S. Metrical tbstaatni a. Ie tUr ll n ins * Ityabieu.ZJI =testa slrtq. tMTQAna eta 411011 at tTaltaSta cO.aAC70.) 1. Ire Missiles wort 1s to start M ese as amen. SS•gr de galas by the genera actnatsr•eaAn11I a 1. twarantee egoist sibnn sal MIMI teilersrM`A�a.lw t ,0 pass i• bagman stem rimponlble a Nringtlnnttale*UNkn plat plants. Sc q 4. Oeltaotn Walt cheek ash verlb all site aMtt/sM utilities, sod solvtoee Arlo to trettWNg, unless IleSe0■424-11a). CAtill( S. a atreatot Wall be r- Agol*ble to coordinating their work with all ether trades as needed. S. ON•ansttlraMaotn shall be n lble ter all lnigattol sdleeeetvees under balsa ti11Wb•suiK� pipe to pipe MIS sobidele stake location of 1 side, eardiaaa with general contractor prier to LIStatled pipe V. Contractor Will be responsible to CiSediMtion of In /nation aim wider paving co structure, araut, vats, slabs, curbs, sto. es needed ter lnlptton work. TYPICAL AUTOMATIC CONTROLLER ASSEMBLY NO SCALE Ma MATED TMPE) AR AI t O. • rigt ittattiw rrlpjaa••VMNet 1•f 157 tAt• taiil1. et t, Adjust =Mesa taplatn to Wine Mn peraesaa, awruulastsit 1s An. . !S. Provide an as issestla. catagler as Anted M pin. U. maids. psis itrtp Nt as « provided My aottic' geometer to oesllat Middies N. Moist ter voltage •that visa SO SMti011n. lb. All lel lrMnal side, �isstalt lit Mtnlats par M.atestatnSs U. per Amt naps ;a Rebated t. 'A.ttew boles via snap 11M. Sat W it Ass is flub site est n gala. is, 114102120 !i» pe be bugled *Are, laterals tit Mier finis Utads, M reeks n debris is W beekfilted ever tapipe. lA, Sleds nesleets thee tittle ong soitto w•tc dtg.lIs sidewalks. Moss to 11. am is dtagraaetta, Meet Has legations as . Asses S. ~tt ;?5 t in to Alas. All Mass esesita „M/„M.t is be Placed 11. ern -Srtnf and metes.ksprntSs a OMs sab/o afitlter tells etc beed gravel nap at each /vein. Mlatses A deigns per valved ass. if. Previte sweet with was built, �. rwastsofSCo�a. tst).Mt sear fl to prom flnl goolen systa (blew set U. teo 1g.. ':ei(or wer a pliable st uu aa es�s' i writing will start entaMud o include gaa� send ens deectivattas of sye TYPICAL QUICK COUPLING VALVE ASSEMBLY IC SCALE MOM rot INI ?ALLATION Or POW? OP OONNIOTION WITIW • S?itIOTOIl NOM TO Ttl OIMIIAL OON?iAOTOI AND 111011ANIOAL INOiNl11 / CONTIUOTOI Solt. all UMW to be tab. Allot all Salsasls•d'r1ps ilia us flat urba. stooge paint NS ANIT /1 sot AN1t11 lot c ANIn1 II smarm so re ales .4 *et SNOW nom !7 «i'f as Moor METER POINT OF CONNECTION C dlsastaf dnaa Iles halo day Ma BACKFLOW PREVENTER Inv dude Si tea up in twin r! },14Se ash N SS skAtre - .�wt`�l IA. NS5SINS5 PRESSURE REDUCING VALVE a be al at •% fS In. pi INSTALLATION OP POINT OP CONK /OtiON OUfinl OP stony= QUICK f.C, :tea, • SAP %3\ t% NOTES L ' D D D _ ,J TURNER AND ASSOCIATES • ARCHITECTS 5420 24th PLNE sEATU, WAstIGTG4 56166 (206) 365 -7431 FAX 366 -7504 NOTES/ DETAILS SEA —FUR REMODEL TU(WLA WA Joe BEST FIE: BSTBAR6 DRAM BY: LAPCPLAN I J.AL. DECKED BY: HRT /T SP. DATE 1212/113/93 • SCSCALE. - —o • REVISIONS EYLII _s ,J.I._.... =: t[. tJ LLJJxL4t1T.L. , , LANDPLAN P.S. Landscape Architecture G O MLa &reed, Seise D EdingNdi, WA 11020 Ttkploso (206)776•4932 FAX (206) 7744•10 RECEIVED SEP 06 SS DEVELOPML• r. T MNMtaai1t SHEET IRRIGATION DETAILS L -4 OF 4 • • • TYPICAL E1 SIGNAL ARM 1jTTACHMENT POINT • GICWISE • . • POLE ORIENTATION ANGLE (P.O.A.) DEONEES CLOCKWISE FROM OFFSET LINE TO O'POINT F LOCATION STATION R �04'lY ALL HANDHOLES AT 180• POLE ORIENTATION AND ATTACHMENT POINT DETAIL PLAN VIEW TYPE PPE PPG POST TYPE PS PED. HEAD STANDARD O O r TYPE I VEHICLE HEAD STANDARD 81 0 82 83 0 85 1 \I VERTICAL CLEARANCE MINIMUM: 16' -6" 88 0 89 87 ----------------- - ................ • 0 C • TYPE 1 ARM 5' -9'• RADIUS 810 811 0 0 • r • . • • •.t • ° •Y �' westi •C , • fl • : • l L •• a' 4 •• ' yI••.• '� •��r •' • SIGNAL STANDARD IDEN_T1FIeATION'TAQ'DETA1 `itL•�i�' C':1:1 C � • • i 41 i LXAMPLID. • pigeon stance �r•� i.;+Y • /tet '7' it' 0 or Ib 0 LIMITS OF VERTICAL CLEARANCE REQUIREMENT ROADWAY TYPE II MAST -ARM SIGNAL STANDARD TYPE III COMBINATION LIGHTING AND MAST -ARM TYPE 8 STRAIN POLE STANDARD 1 TYPE V H I MINy r CURB OR EDGE OF SHOULDER I 10 •r COMBINATION LIGHTING TYPE SD AND STRAIN POLE SPECIAL DESIGN STANDARD Stets Routs M110 Post No. • .` I • • • • 3/4 " CHAMFER sI a UNPAVED SURFACE • ., , •R so, M.P ..•188,81, ,h:;. • . ,r: "y: 92090 1 • q.o 1 .t ' • •4• ,•• ;�'. p.- • •.� ).-a" • '•!•' • ' '' �} •(' j w • Numbers shell be o mINmum,.••• •t, "J . ,. of 3/111,! high.. t• • P.; i• 1: •. ; • COJ4STRUCTIQjj NOTES • ® MOMS REMOVE ALL SIGNAL AND OONDNOtOf, REMOVE *NCLE AND PEDESTRIAN SIGNAL HEADS - SUITONS. OPTICAL DETECTOR, LIIMNIAl1IE, AND STRELT- NAME SION FO�I -usc ON NEw SIGNAL POLE. REMOVE POLE POR SALVAGE TO CITY OP TUKWILA. REMOVE FOUNDATION AND ANCHOR KILTS TO A MINIMUM 1r BELOW FINISH GRAOL ® REMOVE ALL SIGNAL CONDUCTORS. REMOVE VEHICLE AND PEDESTRIAN SIGNAL HEADS, PEDESTRIAN PUSH - BUTTONS. OPTICAL DETECTORS, AND STREW -NAME SIGN FOR RC -USE ON NEW SIGNAL POLE. REMOVE POLE FOR SALVAGE TO CITY OF TUKWILA, REMOVE FOUNDATION AND ANCHOR SOUS TO A MINIMUM 12" 5ELOW FINISH GRADE, m • DISCONNECT AND REMOVE ALL CONDUCTORS. REMOVE CONTROLLER CABINET AND INTERNAL EQUIPMENT FOR RE -USE. REMOVE FOUNDATION. REMOVE TYPE 1 JUNCTION BOX. REMOVE TYPE 2 JUNCTION BOX. REMOVE ALL CONDUCTORS FROM ORIGIN TO DESTINATION. REMOVE LUMINAIRE AND POLE FOR SALVAGE TO CITY OF TUKWILA. REMOVE FOUNDATION AND ADJACENT JUNCTION BOX. REMOVE CONDUCTORS TO NEAREST SPUCE POINT. REMOVE LUMINAIRE POLE FOR RELOCATION. REMOVE FOUNDATION. INSTALLATIONS O INSTALL. SIGNAL POLE FOUNDATION. INSTALL TYPE III SIGNAL POLE WITH 45 FT. MAST - ARM. RE- INSTALL VEHICLE AND PEDESTRIAN SIGNAL HEADS, PEDESTRIAN PUSH - BUTTONS. OPTICAL DETECTOR, AND STREET NAME SION REMOVED FROM EXISTING POLE (SEE REMOVAL NOTE 2). INSTALL NEW LUMINAIRE (MATCH WATTAGE OF EXISTING INTERSECTION LUMINAIRES). INSTALL POLE- HOUNTED TERMINAL CABINET. INSTALL NEW CONDUCTORS IN ACCORDANCE WITH THE WIRING DIAGRAM. O INSTALL SIGNAL POLE FOUNDATION. INSTALL TYPE III SIGNAL POLE WITH 40 FT. MAST - ARM. RE-INSTALL VEHICLE AND PEDESTRIAN SIGNAL HEADS, PEDESTRIAN PUSH - BUTTONS, OPTICAL DETECTOR, LUMINAIRE, AND STREET-NAME SION REMOVED FROM EXISTING POLE (SEE REMOVAL NOTE 1). INSTALL NEW LEFT-TURN SIGNAL HEAD AND MODIFY EXISTING HEAD NO. 41 (SEE SIGNAL DISPLAY). INSTALL CONDUCTORS IN ACCORDANCE WITH THE WIRING DIAGRAM. O3 INSTALL NEW SIGNAL HEAD (SEE SIGNAL DISPLAY). p4 MODIFY EXISTING SIGNAL HEAD (SEE SIGNAL DISPLAY). O INSTALL POLE-MOUNTED TERMINAL CABINET. ROUTE EXISTING CONDUCTORS SERVING VEHICLE AND PEDESTRIAN SIGNAL HEADS AND PEDESTRIAN PUSH-BUTTONS TO CABINET AND CONNECT IN ACCORDANCE WITH THE WIRING DIAGRAM. ': INSTALL CONTROLLER FOUNDATION AT LOCATION DESIGNATED BY THE ENGINEER. RE- INSTALL EXISTING CONTROLLER CABINET AND INTERNAL EQUIPMENT. INSTALL AND CONNECT NEW FIELD CONDUCTORS. O7 INSTALL TYPE 1 JUNCTION BOX (SEE STD. PLAN J -11o). O INSTALL TYPE 2 JUNCTION BOX (SEE STD. PLAN J -11a). O INTERCEPT EXISTING 2 -INCH CONDUIT AND EXTEND TO NEW JUNCTION BOX LOCATION. MATCH EXISTING CONDUIT SIZE AND TYPE. 10 INSTALL TYPE 2 INDUCTION LOOP DETECTOR (SEE STD. PLAN J -Bo). 11 CONNECT EXISTING LOOP CONDUCTORS TO NEW LEAD -IN. INSTALL LUMINAIRE FOUNDATION AT LOCATION DESIGNATED BY THE ENGINEER. EXTEND CONDUIT FROM EXISTING FOUNDATION LOCATION TO NEW FOUNDATION LOCATION. REMOVE AND REPLACE CONDUCTORS AS REQUIRED TO MAINTAIN CONTINUITY FROM NEAREST SPUCE POINT. RE-INSTALL EXISTING LUMINAIRE POLE. • WIRE NOTES r 213' L 223' .• r. 0' aro • • 20' 40' NO. 11. a �7 IIM NI ZC0 1fr �O� 1w l Milliiiiiallalli :: •:•:I •.t..'.i.Ii.,t 1 .,, . • • • • A 143 , y%'� J1►\*F.��l .Afi,* �,1 P� `p0 5`1' v� �' •l' SO NO .° 4� C1�O G ►� l`'P•�N.��\Y rnV' Gdt1 :1 I COMMENTS XISTINO/EXTENDED CONDUIT. NEW CONDUIT. 1 1•71 l• • • I•:}[� . • I•:: 1' ' i C3 r,tt■S • • t aril SHIM NI t'Y: {'aI 1F :{ al t 2 i1TSi1[ YaSlati:i1. En atG ITC s WCYta tIAI b IMIlrIPICIFINI 0.12" 3.�' 2 24 4 NOTES: LOOP DETECTOR LOOP NEAREST STATIONING IS REFERENCED TO EDGE OF INTERSECTION. 4" 2.44" 3 F. 4 3•' 1.76'• 1.02" €W ONDUIT. 4 2 ' 1 3•• 0.58" 1.9211 EW CONDUIT. EXISTING[EXTENDED CONDUIT. EXISTING EXTENDED CONDUIT (EMPTY). 5 7 1 1 13 3" 1.23" 1.92•' 6 2" 0.97" 7 11 1 2 4" 2.03" 3.31" NE Ill CONDUIT. I 31• .e0" 11. INO ONNDUIT. 9 1 3 2222" NX19S 3iifn. 10 6 1 3 w . w 1. 3" • 11 3 •' . " ': F'•'iI. ONOUR. i » a •K • ONDUIT 1 Y •ju w • ise w C. • - 2.1 S" . 7" ,r • • .1 _ a i :.„ • •I .i. 1,111.. •`z� i "L . . ♦ wr - 11 • 1.L 1..1' ..; /1 1 �, . '4. _ {z r '11, ss 0.011" . • , A ' •� , r - - - r-t nog Mtn, APWM PLOT MSS T.• , W- • ;. -• 4a a David • I Haan '& AssociaS 1419 Dexter _ Avenue • North t - { -1: 9 035 • O r - - • °' C) •• strtDr -sr - tn L 0 a, O C 68 -t• 82 :• 81 11 0 �, m C) 12• 211! i y 22 221. h --�- _ 232 231ii1� ...- -- -...•.-- ...•-. -. 1 �-'-- e 1341 AGENCY *MOM S 0 0 A 0 •88 • , • i I I I e9 • •. • 0 A O �J • ::t►7', ,: • :,f• `11'I. • .•v.' s 'i •• • •• 4.4.1k:47'" •I k"1 y r . . i.: d t's fie! ,.." •a�r.�t1y. ti.... ,, �.�}. �,I: qtr . �k:4: �ockTtoNs • . .1 R. ,,• ' • 1 7. I' '•v :Sir lip �' l it INS) IS I F• P Pi ■ 11. a �7 IIM NI t[ r •( a_____ II ;r: S 411111111111r 1r:S attoE:• IL( a 4:S a1 t lit:{ AI t 11:{ Al 1(.11••.. III•lt.r_•. • '•I V,• 1'1 • :}A • 'I'll • Milliiiiiallalli :: •:•:I •.t..'.i.Ii.,t 1 .,, . • • • • • ' Pate St, nFTlalfE'1t le 1 7IT SrLiaaF#t - -T t■�I it Lb7 MIMt Mt1 E :1 I • . • •• • •. 1•71 l• • • I•:}[� . • I•:: 1' ' i C3 r,tt■S • • t aril SHIM NI t'Y: {'aI 1F :{ al t i1TSi1[ YaSlati:i1. En atG ITC s WCYta tIAI b IMIlrIPICIFINI ttttt n; 1.11 L3I' � r1•t•11• NOTES: LOOP DETECTOR LOOP NEAREST STATIONING IS REFERENCED TO EDGE OF INTERSECTION. EXISTING CURS NEW CURB N -- 0 0 30 I 30•11.00 (11TRIWDER) / • 10+00 (ANC. PARK W.) I • • "•,291 • 0 0 dn(I�!I� ��1'�I 1117 72 35 ANDO�V�1' P I•,I.•11 1'1.11,1,1,1, • Ca I a. •rt O 0 i n • : h .•. O n it O A r i 0 o A 0 0 A A 28 I i, • -N M 0 • • - -- A 9 --- -M A 0 - -e-- -M -N NEW CURB NM- tee , �,_- r• ' e AA SIGNAL DISPLAY S" BACKPLATES 0 0 0 r r +• ; :r . , I.. • 1st. /.)'. . -II ' •- • • • r' I • ., ,. • +• ^.`tt,1 ,to, •j ;. ' • • •••% .:p2 Lt ,1 • �. &2r."• y "CyJ .�.... • "AA J _y EZMI NOT IN.USE • • • • PHASING SHALL •I •!w • •,,►'� "'fir' - M • • ,.' • • .::.: ' �;�- •1 513 t ' ' •` +'A,,�n, �� 38 t �•,tr�' - 32 -�_ EXISTING CURB 0 EXTEND TO EAST PROPERTY UNE. CAP ENDS FOR FUTURE USE. Ir �L i>t» TUNNEL VISORS (AU. SECTIONS) .7,1 41,51 OPTICALLY PROGRAMMABLE NOTES: 1. ALL VENOM WADS SIMM11 R OONVEMPOIML TYPE WITH GLASS LENSES• S. ALL MOMS HEADS P,4 PAVE TYPE "M• MitIN1BIO. • N5. NM OP a ot�v, • - SNIP a T eitimar :,. a • SHEST TTTLIIB EXISTING LEG NEW /RELOCATED 0 /•.4 g , • ,•.. . • .1 - 1 , r vt; CD t END •.tit:- .�:... CONTROLLER CASINEF, :�' r •. i MAST -ARM SIGNAL POLE' =•.. VEHICLE S10NM. HEAD is ; - PEDESMYN SIONALNW4,),: - a OPTICALDETECIOR .''� -4)* •, WMINAME , ;� • • ® TYPE 1,RNICTION natt; • r 0 0 TYPE 3 JUNCTIOq , S. -'-i i. r• *, • . CONDUIT AND "",��►� -- •--• -- --- -•-- -- 0 C . ,• • *-? • • I)•• I . • 0 0 . •- •.'!. I)1 • ••II .w • • 1 •r w• t TYPE Z MOIIOIIOII REMOVAL MQIIt, • .1 • ` 97BtE Nl� ♦. scair J v • . , •I.i•GI• • 4," , • ••Is . • . • 4 . •: • - ::t' • . ,•4 Jr ••. • •h • ,.I, • • L a • • • • .fl ALmmw k l0Eo�ent 'Per P.Io1 6 M • • ASPHALTIC CONCRETE SURFACE AUTOMATIC SPRINKLER BUILDING OVERHANG 6.1.7",PIv BUILDING LINE • CATCH BASIN CENTERLINE OF RIGHT ■OF ■NAY CONCRETE CURB CONCRETE DRIVE CHAIN LINK CLEANOUT 4.0 aD C.C. C.D. C.L. c.0• E.C.C. CONCRETE SURFACE EXXTRUDED CONCRETE F.D.O. FIRE DEPARTMENT CONNECTION • FIRE HYDRANT F.P. FLAG POLE 0 GAS MAIN O.V. GAS VALVE NH MANHOLE mommous MARGIN LINE OR PROPERTY LINE P.B. PARKING STALL e ea•a61 20"Fs SS SD • • PIS i SANITARY SEWER STORK DRAIN STREET LIGHT TRAFFIC LIGHT TELEPHONE SENTRY WATER MAIN WATER NETER WATER VALVE YARD LIGHT PARKING STALL FOR HANDICAPPED PLANTINGS RAILROAD TRACKS 60276' Gross Gros. any 1 ;30► \ $osis \ of 5sorinos T Plot /S.o2: 438' 435: MOO., net a d P.B. 1 1 1 1 B I. Pe 1 Wing Wall 4.50' Poser fines* 17.80_ 11' R.o //x000 EosM 171 % Rea No.75042/0345 10-80 79.5• 4.43• 2-A.B. 2•A 9 1 N 138•/5'59 "W uI 1 10 P9. - ti-- y- . +-- 1--- ,.- 4- 41 - -40 •- .a --1..- •A.C. 1 1 g EcM�a &e1! `, • • 9 PR • 24.0' - _________t____ air I.M� ` &Q9• 1-0AS• I L-3811• 164117 STREET eclitabl35 A7' L,OMMI AUMANnSM Pr Piol BURIED UTII4TIES ARE SHOWN AS INDICATED OM ET OTMW AND VERIFIED WNW POSSIBLE BY salt t FIELD. NE ASSUME NO LTASILITY /OR TEL ACCU LACY FOR INS FINAL LOCATION OF EXISTIMS UTILITIES IN DESIGN CONTACT THE UTILITY OBNER /AGENCY. 4 L_ 4.X t t 1 t t t 4.17' I 87-PANDER BLVD) Per P10, NAPS FUENISEED LOCATED IN THE OF THOSE MOMS. ARMS CRITICAL TO 197,310 SQUARE FEET OR 4.54 ACRES. MORE OR LESS. /NISITE AMM O SI NATIONAL FLOOD INSURANCE RATE NAP. EFFECTIVE DATE SEPTEMBER 23. 1938, COMMUNITY PANEL N0. S3O3100005D SITUATED IN SONE "DA AREA *0 WMiCM FLOOD MAEARDS ARt UNDETERMINED. 133 SiACES (IlflVDME 1 PARKINS SPACE 102 MAMDICAPPED) r. Vt^„ M•. IT .rh+.. 1 no•• .Q a• *•. WW1 1t Mi 4 ,V /C /N /TY MAP CERTIFICATION= SURVEY IDENTIFICATION NO.: REGISTERED LAND SURVEYOR NO.: SURVEYOR'S ADDRESS i COMPANY: TELEPHONE: CERTIFIED TO: 91158 22333 BUSH, ROED i HITCHINOS, INC. 2009 MINOR AVENUE EAST SEATTLE, WASHINGTON 98102 (206) 323 -4144 SEATTLE FUR EXCHANGE CHICAGO TITLE INSURANCE COMPA- NY "THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT I8 BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS, ", JOINTLY ESTAB- LISHED AND ADOPTED BY ALTA AND ACSM IN 1988; AND MEETS THE ACCU- RACY REQUIREMENTS OF A CLASS "A" SURVEY, AS DEFINED THEREIN AND INCLUDES ITEMS (2, 3, 4, 5, 7, 9, 10, 11 6 12) OF TABLE 3 THERE- OF." STEVEN A. HITCHINGS, PLS NO. 610`41 2333 THE ABOVE CERTIFICATE I8 BASED UPON WORK PREPARED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE. NE MAKE NO OTHER WARRANTY, EITHER EXPRESSED OR IMPLIED. QESSBIETION: THAT PORTION OF TRACT 7, ANDOVER INDUSTRIAL PARK NO. 2, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 71 OF PLATS, PAGE(S) 68, IN KING COUNTY, WASHINGTON, LYING SOUTHERLY OF A LINE DRAWN PARALLEL WITH THE SOUTH LINE OF BAKER BOULEVARD AND 459 FEET SOUTHERLY THEREOF WHEN MEASURED PERPENDICULARLY. TITLIL REPORT REFERENCES THIS SURVEY WAS CONDUCTED ACCORDING TO THE ABOVE DESCRIPTION, FURNISHED BY CHICAGO TITLE INSURANCE COMPANY, ORDER NO. 201134, DATED MARCH 14, 1991. THE EASEMENTS SHOWN OR NOTED HEREON RELATE TO THIS COMMITMENT. NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT SHOWN OR NOTED HEREON. AilidiCT TO: RIGHT OF THE PUBLIC TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES IN THE REASONABLE ORIGINAL GRADING OF STREETS, AVENUES, ALLEYS AND ROADS AS DEDICATED IN THE PLAT. RESTRICTIONS AND EASEMENTS CONTAINED IN DECLARATION OF PROTECTIVE RESTRICTIONS AND EASEMENTS AS HERETO ATTACHED: RECORDED: FEBRUARY 28, 1961 RECORDING NO.: 5256443 AMENDMENT AND /OR MODIFICATION OF SAID RESTRICTIONS AS HERETO ATTACHED: RECORDED: SEPTEMBER 22, 1961 RECORDING N0. 5332848 AMENDMENT AND /OR MODIFICATIONS OF SAID RESTRICTIONS AS HERETO ATTACHED: RECORDED: NOVEMBER 1, 1962 RECORDING NO.: 5500900 AMENDMENT AND /OR MODIFICATION OF SAID RESTRICTIONS AS HERETO ATTACHED: RECORDED: FEBRUARY 10, 1967 RECORDING NO.: 6138154 AMENDMENT AND /OR MODIFICATION OF SAID RESTRICTIONS AS HERETO ATTACHED: RECORDED: FEBRUARY 10, 1957 RECORDING NO.: 6135170 COUNTERPARTS OF SAID INSANE ENT MERE RECORDED UNDER RECORDING NO. 5133155 THROUGH 6135169, INCLUSIVE, 6138171 THROUGM 5135173, INCLUSIVE, 5143023 AND 6135232. AMENDMENT AND /OR MODIFICATION OP SAID RESTRICTIONS AS HERETO OTI 0r TIC 554 REMEDIOS NAY 24, 1967 MAR 3 1 1994 RECORDING N0. 6150353 AMOCO: AMENDMENT AND /OR MODIFICATION OF SAID RESTRIagall HERETO ATTAOISO: RE000DEO: MARCH 20, 1957 RECORDING NO.: E703300329 2009 MINOR AVE EAST 1 NSW IMM O )NG SETBACK & LANDSCAPE BUFFER •• a •. i 1 I I ..�. .. a•. a.• a•• �.... ••■•• ••a•• ••■••■• 1 _.s i LK OuU1!IG TO BE RE 4 COMPACT • 11,3•37 6 STMDAIDS • 8S'•S3' - ..t__... .. _. • _.• 4 MOM PEA SEPARATION /AU. NOTES L SEE SURVEY FOR PROPERTY UPC WO AM t1LLONO SETBACK mews. 2. PROPOSED PAWS 121 STAMMl=6 07 COMPACTS 282 TOTAL STALLS 3. REOURED PSoeC 148 REO. • �2�.8 _CO3 S is KO 01000 POUR O ' 4. PROPOSED =WALK AMO UTUTY EASEMENT ALONG STRANDER MD HOOVER PARK WEST A& NOT S IOMI FOR CLARITY. • SITE PLAN SEAFUR REMODEL TUKWILA, WA JOB: 1994 BEST FILE: BSTA1 -1.GCO DRAWN BY: SDH CHECKED BY: Ft2T DATE: 3/31/94 SCALE: 1" = 2O' -0" REVISIONS 7/15/94 FOR BD c4I Q.:S STOP FO BUR M ETRO I I I . I I ( I 'SEATTLE: FUR EXCHANGE REMIODEL - 1.. - - -- .1-- -• -� .----- 1 - - - - -- - - -• --- ------ 4---------- - - - -1----- -1- - -- i 240 ANIDOIVER PARK : I I I I 'TUKWILA' WASHINGTON' I I I I I I I I I I - -4 I I I I I I I I I I I I I 4 STD • 8.544• "i ¶4 m COMPACTS • 11.10' 1T , 0 CpfACTS • 13.10' 7 COMPACTS • •40 31IC•31 a ST 9 COMPACTS • 6•77 1 COMPACTS • 11.81 15 LANDSCAPE BUFFER LINE • , , I ..MMMM.•. . -•.a■110•0 .IMMI■P ISM lb IMPO I 3 SITE PLAN SCALE: 1" =20' • -- B amianalleammls :T.r :• :..S i ;I AiCMTICTS $420 241K q.ACE ML. NAM 11I1•14TON an (201) S -7421 aliMe i S a y &SIM: B .r ISOM — - _ - Imam tor centamandi wNh current ci • these MM 9 1 or revisions to Teima sevars rawlnga after this data will void this approval. Final aossydanoe N le IS .*n by the to e- �=- � � glitimumme v a _ . 4 RECEIVED ArS -91991 PUBLIC Ks — MIOS la MEMO • a S a daNIMM a S•e SHEET MEI e'. t -•1 -, v'. Jr- • ihrtnieptel vPwr c. title 1 - i 1 R 4.� �9• 0y,.t'r, If • • r id, .�. . OUTIEI! gal ,n'• � 1 CB B. EI N I� IE -21.55 ' C MIT) . •,ter ■ W� fiR MF F;a A r HUD TO Hu.t'rti11 V •b'2' :IT OF h -1,. 4-,iflfivALK 53,e, Nna S 88'25'20" E if Aar t V *1,.i!: X F.F. EL.•20.38 ,X PA a ea. NOTE 'A' REMOVE GOVING CR STRUCTURE , AND CAP 1011111440 PPE. NOTE '8' Ian DO� CLmOONpms S NE NOTE 'C' USE ECCAST• N�1A .CONOETE CURSE FROM DIE S TO PARIONO. s'TALL POINT NOTE '0' CONCEX OURS AND ORNEWAY OUTS ALONG STRAND.* AND ANDOVER PARK' MEET SHALL SE COMMIE!) SY THE STREET CONTRACTOR. SEIEWALKS ALONG MONTAN SNAIL a. INSTALL SY TlIB WeAL' OONIRACTOR. NOTE 'E' SAW CUT EXISTIN0 AC PAV4 NT MATCHING EIOS1INO CURS AUpIMEst.. REMOW EXISTING CAIWWAY CUT. REVISION Jai;Ji w :il�l� �'ia L11 S i f 12 +30. • IL UN 9 SIDEWALK TO 2 STORY CONC. TILT -UP BUILDING . AREA 96)57 SQ. FT. FINISH FLOOR•29.30 (STING 10 "SD TO REMAIN et C ^^ J Y ' •`.rf.'t' :T -- SEE DETAIL ON SHEET C2 ' TE C8 - #126. .20 E II -72 "0 TYPE 8.02 IEa1SET OVER EXIST. 10" SD VERIFY I.E. PRIOR TO CONSTRUCTION. F.F. 3 r w'. ' • z CB . #9. TYPE II -48 "0 W /SOLID LOCKING UD T6 -26.90 IE -18.31 SHORE 8" W AS NECESSARY FOR CB INSTALLATION CONNECT TO EXISTING SEWER VERIFY BUILDING CONNECTION LOCATION PRIOR TO CONSTRUCTION • EDGE OF A.C. MI VIM al /IBM "Fs =ilitri iin •.,wl10.1 nil IMO aaisaSae ' r• �ilii�iiiiilrli 7�A��� ■ 1 I I r 25.30 jP • ll ; R IE =18.47 A. .. .� .. A , Azstr a V :: ` 9EE DETAIL CZ • • 0. TYPE TE••2 &5O -+- �. ; :z 84LF- 0$ :� . I . Air PIPE X -(NO • IE•>e.5� - --- -�—__. 1■ • L/WATER SEPARATE �' .,'r UA b' 112L.F -17 S� �d 4.- .m •. • +—��• �a�� rr.r ••yrr- � � � � '�� • r ' � �����i�����r�e��ro����■ ®�i�rr� a���■ i�is���iw��a���. �oi�ie�������, ':I;1111.1111111MISIM►AIIIIMIS1i�`��� • 2 "SO N� • �O � •vi , ,.� �a•. tiff° S 88'15'59 Tx * rf ti ►.Ov ,y�wti ;�c 558.93' tiva �'ay �'oY' BY 0. OAS t`. L a�`S s fl n :4 If -ITS U7 .^ s► ~ Q4 b. _ BM #1 ,s ti O ' Fr:• kJ SAN. g d 4 z H 8 3 lst g A RECE AUG 1 PU 7L Cl STORM DRAINAGE NOTES 1. ALL OONSIRUCTKIN SHALL SE IN ACCORDANCE WTN 'STANDARD SPECMICAIICIIS FOCI MUNICIPAL PUIUC MKS CONSTRUCTION NOM= NO TA (� WORKS ASSOCIATION, UNENCOTTON (APWA) MO AMERICAN STANDARDS AND SPECIFICATIONS. S. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WAKENS NC OTHER ON THE CONSTNUCTION SITE. 3. IT SHALL SE THE CONTRACTOR'S RESPONSRIUTY TO PROTECT M -PLACE AU. MUTES AND/OR STRUCTURES OWNER SHOWN ON NOT 01000 ON TNIS PUN. DAMAGE OW TO CONTRACTOR'S °POTATIONS MALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 4. MONDE AND MANTAN TEMPORARY FILTER CSC SILT FENCE TO INSURE SEGMENT LADEN WATER DOES NOT LEAVE THE PROTECT SITE. THE FAPURES MUST CE N OPERATION PRIOR TO CLEARING OR OTHER CONSTRICTION AND SE MANTNEO UNTIL CONSTRUCTION AND LANDSCAPING ARE cO1PLEUD AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. AS CONSTRUCTION PROCESSES AND EXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES MAY N REQUIRED TO INSURE COMPLETE SILTATION COM1OL CO4 DC PROPOSED PROJECT. COUPS OF CONS IT SHAM. NE OSUO TION AND IIEARONIIMUTY OF THE OEWLOPER TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY MS ACTIVITIES AND TO MONDE ADDITIONAL FAWNS, OVER AND ABOVE MINIMUM AS MAY BE NEEDED TO PROTECT ADJACENT 4 AU. TYPE I CATCH BANNS SHALL BE PER APWA STANDARD PLAN NO. TRIM II CATC HWBASINSD(Ot/WAA1ER SEPARATOR) SHALL PER APWA PLAN NO 11-16 1RITH APIA STANDARD PLAN NO. I -2o FRAME ANO ORATE. 9. THE BAOKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WM A LOOSE AVERAGE DEPTH OF SIX INCHES, MAXIMUM DEPTH EIGHT INCHES, THOROUGHLY TAMPING EACH LAVER. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE DIE SAME AS EXCAVATED FROM THE TRENCH EXCEPT THAT ORGANIC MATERIALS, CHUNKS MORE THAN Six WMPS, CR ROCKS OR NOES N MAAJUMUM DI ENSION,POR OMERT UNSUITABLE MATERIALS MINI NOT BE USED. 7. ALL STORM DRAM PIPE SHALL BE CONCRETE RUBBER GASKETED ASTM C -14-2 OK ASTM C-76 -N OR 16 GAUGE GALVANIZED STEEL CORRUGATE METAL PIPE. STEEL PIPE SHALL HAVE WATERTIGHT COUPLING BANDS CONFORMING TO THE REQUIREMENTS OF APWA MiOFICATIONS SECTION 6-05.1 (2)A. STEEL PIPE SHALL REEVE TREATMENT 6 A(CONCRETE PHALT COATING INSIDE AND OUT. B. REDOING FA'pISTAIAARO T CR IRON) SHALL FLEXIACLASS •PPE (CORRUGATED METAL OR STANDARD PLAN NO. B-1 .T TRENCH SHALL SHALLSBE 40 INDIES MAXIMUM OR 1 -1/2 TIMES PIPE DIAMETER PLUS IS INCHES. S CHEYER IS GREATER. BACKFILL SHALL BE PLACED IN 6 INCH LAYERS COMPACTED TO 95% MAXIMUM DENSITY. 9. NOMINATION SWALES, RESTIICTORS AND STORM DRAINS NOT LOCATED ON PUBLIC MONT -OF -WAY ARE 10 BE PRIVATELY MMNTANIED. 10. IN ALL AREAS, OTHER THAN ROADS. %HERE CONSTRUCTION REQUIRES THE RIMIOVAL OF SOD, ETC., THOSE AREAS SHALL SE HYDRO-SEEDED MIN RYE GRASS FOR NE PREVENTION OF GI-SITE EROSION. 11. ALL PIPE SHALL SE LAID ON A PROPERLY PREPARED FOUNDATION AOCORORHO TO WASHINGTON STATE SPECIFICATION 7-02.3(1). THIS SHALL INCLUDE NECESSARY LEMTLNO OF NNE TRENCH BOTTOM OR THE ,TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRE) BEDDINO MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE MU. BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. 12. NNE STORM ORAINAOE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO DIE APPROVED PLANS MICH ARE ON FILE IN 111E DEPARTMENT Of PUBLC WORKS ANY DEVIATION FROM DC APPROVED PLANS WALL REWIRE MITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY TILE CITY OF TUKW LA DEPARTMENT OF PUBLIC WORKS 13. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB STE MENDER CONSTRUCTION IS IN PROGRESS. 14. ALL ROOF DRAINS AND FOOTING DRAINS SHALL BE TIGHTUNED TO THE STORM DRAINAGE SYSTEM. GENERAL ENGNEERNO NOTES 1. DOTING UTILITIES AND UNDERGROUND STRUCTURES 514001 ON THE PLAN ARE BASED UPON TIE BEST AVAILABLE PUBLIC RECORDS AND \OR PRIVATE RECORDS AS SUPPUED BY THE PRO.ECT OWNER ANO\OR DATA OBTAINED VERBALLY FROM OWNERS OR OMOALS ASSOCIATED WIN TIE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEER GUARANTEE THE ACCURACY OR COMPLETENESS OF THIS PWORMATKON AND ASSMAE NO RESPONSUIUTY FOR IMPROPER LOCATIONS OR Faun To SHOW UTILITY LOCATIONS ON THE OONSTRUCnoN PLANS. OTTER UNDERGROUND FACIUTIES NOT SHOWN ON THE ORAMNGS MAY SE ENCOUNTERED DURING THE COURSE OFF THE WORE ALL INVERT ELEVATIONS 910181 ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. V CHANGED CONDITIONS ARE ENCOUNTERED. TIRE CONTRACTOR SHALL NOTIFY THE ENONEER PROMPTLY OF (1) PREEXISTING SUBSURFACE 00N0I11ONS DIFFERING FROM TIC INDICATED IN THE PLANS. OR (2) PREEIuSTING UNKNOWN SUBSURFACE COMMONS OF AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM DOSE ORDINARILY ENCOKi- lEMED AND GENERALLY RECOGNIZED AS INHERENT N WORK OF THE cARACTER PROVIDED FOR IN THE CONTRACT. TIE CONTRACTOR MID/OR THE OSIER SHAD. MAKE NO CLAMS TO THE ENGINEER FOR SAWN FOR EXTRA WORK RESULTING FROM CHANGED GONO- TKXNS UNLESS THE ENGINEER HAS APPROVED THE WORK IN DOING. (MOOT SEC 1 -04.7) 3. THE CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF AU. UTILITIES NO SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FAGIUhIS IN THE VICMITY OF THE PROPOSED TOM HAVE BEEN LOCATED AND MARC. IF WE UTILITY HS NOT A SUBSCRIBER OF THE MOM- GROUND LOCATION CENTER THEN THE CONTRACTOR SHALL GM IND1- StUAL NOTICE TO THAT UTILITY. (COT SEC. 1 -07.17 ARPA SUPPLEMENT.) 4. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXER- OSE SOUND ENONIEERNG AND CONSTRUCTION PRACTICES IN CONDUC- ING THE WORK. THE CONTRACTOR SHAD. PROTECT EXISTING PUBLIC AND PRIVATE UTILITIES FROM DAMAGE DURING CONSTRUCTION. IF EaSTI10 uTIUTIES ARE DAMAGED. THE CONTRACTOR SHALL IMME- DIATELY NOTIFY THE OWNER AND THE ENGINEER. THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONOITTON.((WSDOT SECTION 1 -07.17 AWPA SUPPLEMENT). THE CONTRACTONIS RESPON- MIL FOR THE MEANS AND METHODS OF CONSTRUCTION FOR DE9GNS SIHOWN ON THESE PLANS. • B. MERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTH- ERS, THE CONTRACTOR SHALL NOTIFY THE UTRUTY COMPANY AND COORDINATE HIS WORK SO AS To AVOID CONFLICTS. S. ALL EXCAVATION, TRENCHING, SIBGRADE PREPARATION. FAIL PLACE- MENT AND COMPACTION AND ALL SOIL WORK IN GENERAL SHALL BE CONDUCTED IN COIUMNCE WITH THE RECOMMENDATIONS OF THE PROTECT SOIL EIOINHEEN AID THE CURRENT GEC/TECHNICAL D ONEER- NO IMPORT. 7. ENOI EEINO DESIGN AND APPROVAL FOR STRUCTURES SUCH AS WALLS AND VAULTS MUST BE PREPARED BY THE APPROPRIATE PROFESSIONAL ENOME.EII AND O NOT A PART OF THESE PLANS. U: W2U\x0ET.OWG SPECIAL DRAINAGE NOTES FOR 014-51TE DEVELOPMENT 1. CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS HORIZONTALLY AND VERTICALLY MOOR TO ANY CONSTRUCTION, 2, ALL COSMO ROOF DRAIN LOCATIONS NEED TO CE VERKRED PRIOR TO CONSTRICTION. 00 NOT CONNECT ANY ROC, DRAINS TO PARKING LOT CATCH BASN. AU. ROOF CRASS MUST SE CONNECTED TO CO 3. EXISTING CATCH SAWN MUST K REMOVED OR FILED MN SAND. PIPES MUST SE CLOCKED WIN MORTAR AND DISCONNECT AN CAPPED A MAMUIE. LOCATION OF EXISTING STORM TRUNK MAN NOT KNOTS. 4. EXISTING 10' STORM DRAIN PIPE OUTLET TO STRANDER BOULEVARD TO SE REPLACED MTN 12'. 5. ALL STORM PIPE MUST SE MOON SORE ME. S. DELO VERIFY PROPOSED STORM DRAIN CROSSINGS PRIORI TO CONSTRUCTION TO MAKE SURE THERE NIu. NOT BE ANY CONFLICTS. 90' .5 C8 /I3 12" SO " INV.•18.18 EXISTING 10" SD FOR ROOF DRAINAGE CONNECTION ONLY w -3 8 OR I ICE INV. -18.15 RELAY EXIST. 10" IF NECESSARY TO MAKE PIPE CROSSING CLEARANCE OIL/WATER SEPARATOR VAULT UTILITY VAULT / 5106 -CPS 1,600 GALLON CAP. 0 4.0' DEPTH T.E. - 24.70 + /- INV.- 20.00+ /- NV. -19.00 INV. -18.00 r A.T.B. ALTERNATE 10' CLASS SEC110N A -A SCALE: 1'.10' C' A.T.B. ALTERNATE 1D' CLASS SECTION S -S SCALE:1 %10' 2" A.C. PAVEMENT CL. "B" 4" CRUSHED ROCK COMPACTED TO 95% MAX. DRY DENSITY MODIFIED PROCTOR 12" GRAVEL BASE COMPACTED TO 957. MAX. DRY DENSITY MODIFIED PROCTOR LIGH T BID PITH SITE DEVELOPMENT S' NEW SIOEWALK WN � B! 3" A.C. PAVEMENT CL. "B" STORM DRAINAGE DETAIL FOR OIL/WATER SEPARATOR k CONTROL STRUCTURE SCALE: 1 " -5' 6" CRUSHED ROCK COMPACTED TO 96% MAX. DRY DENSITY MODIFIED PROCTOR 12" GRAVEL BASE COMPACTED TO 95% MAX. DRY DENSITY MODIFIED PROCTOR. HEAVY PAVEMENT SECTIONS • NTS S1'4e0135 12" SD OUTFALL TO STRANDER BLVD. NOTES AND DETAILS" r JODI 93283.02 FILET DRAWN BYI CJR CHECKED BY; LA DATE' AUGUST 3, 1993 SCALE' 1•= 20' -0' REVISIONS TURNER AND ASSOCIATES ARCHITECTS 1B/ID 541h PLACE Nit SEATTLE, VASINOTDI 1BXSi GOB) 30-7431 Nib NORD • MONS. N0. OS MIME • a en at ems sat w INIMa m aN•s» I', SHEET C2 OF 3 1'1'1'1' ,I.IfI7L iji1�171111I RECEIVED AUG 11 Sy 1994 UBLI PC WO19RKS r II EP 4 • • • Tj A; • •4'1$.i 1241' 0 11' . • 12.5' 12$ > 114%, MATCH EXISTING 0 0 0 11' 1 7i STA, 3 15 END TURN DECELERATION TAPER '0 SIDEWALK TO BE CONSTRUCTED BY SITE CONTRACTOR STA. 12 +10 BEGIN LEFT TURN DECELERATION TAPER. BEGIN NB LANE TAPERS STA. 11 +60 I 11' 0 11 1 I STA. 11 +00 to 1 1 STA. 10+45 at At GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (1051) EDITION) AND THE CITY OF TUKWLA STANDARD SPECIFICATIONS. 2. APPROXIMATE LOCATIONS OF EXISTING UTIUTIES AND OTHER IMPROVEMENT HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. CONTACT THE UNDERGROUND U11UTY LOCATION SERVICE AND OTHER AFFECTED AGENCIES FOR RELD LOCATION PRIOR TO CONSTRUCTION. 3. REMOVE CONFLICTING EXISTING PAVEMENT MARKINGS • WITHIN THE UMITS OF THE PROPOSED PAVEMENT MARKING 4. INSTALL AU. MATERIALS NECESSARY AND /OR INCIDENTAL TO PRODUCE THE TRAFFIC OPERATION AS INTENDED BY THIS PLAN. NOTE: NEW LANE STRIPING AND TRAFFIC SIGNAL LOOPING NOT SHOWN. I5q4M( 35 • (*AMC WAIN • CNVIR) , r•1, . • t r O 0 0 0 0 0 0 SIDEWALK TO BE CONSTRUCTED BY SITE CONTRACTOR CONSTRUCTION NOTES INSTALL it THERMOPASTIC CROSSWALK STRIPES INSTALL 24' THERMOPLASTIC STOP BAR INSTALL WHITE PAINTED EDGE STRIPE INSTALL TYPE 21. THERMOPLASTIC LEFT TURN ARROW INSTALL WHITE PAINTED GORE STRIPE INSTALL LANE STRIPE PER CITY OF TUKWILA PUBLIC WORKS DEPARTMENT LANE MARKER DETAIL INSTALL TWO WAY LEFT TURN STRIPE PER CITY OF 1UKWILA PUBUC WORKS DEPARTMENT LANE MARKER DETAIL INSTALL LEFT TURN MARKING PER CITY OF TUKWILA PUBUC WORKS DEPARTMENT LANE MARKER DETAIL 0 AN 0 t • L�P•-I. { 1.1 Ivt.. • ,.. O 31+00 •■•• 0 0 S. '164TH . , STREET • (STRANDER BLVD 3 0 • , • arroinnain AU8 9 1994 amx COMM ; \l.L1J_L1J_L1J_L1J_L1J_L1JJ ..L • r f)." 'I. i'i...w••• • CNAWNEL1ZA110 T r{ .K 03•S.02 FILE' DRAWN PY' CS CHECKED DTI ,RA ; DATE; saw a is. SCALE; l'e20' -0' REVISIONS FA TURNERA[1DAA1q ARC lt1• tai }} t Na PLAN Nit • UAW. V/AtM1 = IS wu •aia • • IMIL — a MIp01a n - t•■•eti•ato wwae ��.wS � S 1 n • • • • mo•• a - •••••14 • Y • •, , • .3 Y 0 aria • r ♦ • i • .,' I. V • • r. • • • 4 p e' . • • .t •.; .r .. •♦. It • • • A • • • • WCEIVED AUG f -- 91994 r - M 1 . • %S. - • t • . f S { 5 • t a •• • • '..