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Permit B94-0052 - SEAFIRST BANK - TENANT IMPROVEMENT
City of Tiackwitivs. (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B94 -0052 Type: B -BUILD Category: ACOM Address: 225 TUKWILA PY St: 01 Location: Parcel #: 359700 -0257 Zoning: Type Const: V, 1 HR Gas /Elec: Wetlands: Water: N/A Contractor License No.: RKOIN * *110BF Status: ISSUED Issued: 03/23/1994 Expires: 09/19/1994 Suite: Type of Occupancy: BANK Slopes: N Sewer: N/A TENANT SEAFIRST BANK 225 TUKWILA PY, TUKWILA, WA 98188 OWNER SEATTLE 1ST BANK PROPERTIES PO BOX 34033, SEATTLE WA 981241033 CONTACT NELSON T. MILLER Phone: 206 782 -0688 5135 BALLARD AVENUE N.W., SEATTLE, WA 98107 CONTRACTOR R K 0 INC. Phone: 206 562 -0578 13620 NE 20 SUITE J, BELLEVUE, WA 98005 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: TENANT IMPROVEMENT AND NEW VAULT ADDITION (250 SQUARE FEET). Units: 001 Buildings: 001 Fire Protection: SPRINKLERED UBC Edition: 1991 Front: Left: SETBACKS .0 Back: .0 .0 Right: .0 Valuation: 118,965.00 Total Permit Fee: 1,169.40 * * ** ** plc**************************** * * * ** * ** ** * * * * * * * ** ** * * * **** * ** *tilt** *tilt* _ ,23* Jqqq- PermiA Center Authorized ignature Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this buil•ing permit. Signature: �� � Date: mil - Print Name:e�r �-iLJ bd, Title: „'u. 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 TUKWII(�' Department of Community Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER 691-i-Oefa PROJECT NAME 45-Q OS 1Y5t- SOJ-*S SITE ADDRESS .D.5 ` -UKwi lo PLk 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 • DATE IN :.. DATE ; APPROVED . .. .... REQUIREMENTS /`COMMENTS DATE NOTIFIED y BUILDING - initial review , IanI� "1 Mme q' (ROUT D) CONSULTANT: Date Sent - Date Approved - _ 3RD NOTIFICATION _ BY: (init.) FIRE 9110 � ?j 1 v FIRE PROTECTION: f Sprinklers • Detectors • N/A FIRE DEPT. LETTER DATED: / ( /� cl INSPECTOR: ' / 2- ( t INIT: �. PLANNING r^ V ` ,313r�t ZONING: jBAR/LAND USE CONDITIONS? u_ es ( No REFERENCE FILE NOS.: INIT: V (A, MINIMUM SETBACKS: N- S E- W PUBLIC WORKS / N ! ./, 4 UTILITY PERMITS REQUIRED? Yes oNo PUBLIC WORKS LETTER DATED: INI OTHER INIT: ki e. A XBUILDING - final review %,�._, " 4 TYPE OF CONSTRUCTION: V /. -144 CERT. OF OCCUPANCY? °Yes 3Klo UBC EDITION (year): 19 ° 1 INIT: 1, I' BUILDING OFFICIAL 3 ? P' • • INI . �� REVIEW COMPLETED AMOUNT OWING: i-1000 CONTACTED OcirtfareL, DATE NOTIFIED 3—. — CH (� _ 1 (init.) ...lc:43 BY: (init.) 2nd NOTIFICATION _ 3RD NOTIFICATION _ BY: (init.) 01/00/93 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 [PLAN CHECK BUILDIka PERMIT APPLICATION DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE go !{,50 OTHER: • TOTAL - SITE ADDRESS SUITE # 225 Tukwila Parkway VALUE OF CONSTRUCTION - $ 100,,000. Tenant improvement PROJECT NAME/TENANT Seafirst Bank ASSESSOR ACCOUNT # Parcel #359700- 0257 -03 TYPE OF ❑ New Building Lk Addition 0 Tenant Improvement (commercial) U Demolition (building) WORK: ❑ Rack Storage 0 Reroof • Remodel (residential) ❑ Other DESCRIBE WORK TO BE DONE: Tenant improvement and new vault addition (250sf - Type -V -1) BUILDING USE (office, warehouse, etc.) Bank NAaTURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? L No ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: 1680 Area of Construction:250(new) WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? J No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: ❑ S•rinklers ❑ Automatic Fire Alarm S stem PROPERTY OWNERSeafi rst Bank /Dirk Nelson - Projert Manager (PHONE 1 16, Seattle, WA 8898124 -1033 ADDRESS 1001 4th Avenue Plaza, Floor CONTRACTOR Not__YS.e_] (acted PRINT NAM s on- T-.-- M-1-U-e PHONE ZIP ADDRESS WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT Nelson Miller Associates PHONE 782 -0688 ADDRESS 51 3ti Ral l and AVentn a_seat p �A ZIP 9g107 I HEREBY CERTIFY THAT 'I HAVE. RE a AND EXAMINED THIS APPLICATION AND BE TRUE AND CORRECT, AND I A THORIZED TO APPLY FOR THIS;PERMIT KNOW THE SAME TO DATE Z q4—_ BUILDING OWNER OR AUTHORIZED AGENT SIGNATU: , !ice f __ -� ....,. PRINT NAM s on- T-.-- M-1-U-e PHONE 782 -0688 0 CITY/ZIPSeattle, 98107 _Nei -r ADDRESS 5135 Ballard Ave NW CONTACT PERSON Nelson T. Miller PHONE 782 -0688 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, orcontiactor 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 requost 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 0- 1O- 9Gi DATE APPLICATION EXPIRES 1b/22M COMMERCIAL NEW COMMERCIAL BUILDINGS/ADDITIONS LiCompleted building permit application (one for each structure) Assessor Account Number • • . Two sots (2) of the following: Specifications SUBMITTAL CHECKLIST 1 1 ETStructural calculations stamped by a Washington State enginoer • • , '" • 11 Soils report stamped by a WaShington State licensed engineer.' Topographical survey . * Energy calculations stamped by a Washington State licensed • engineer or architect • : ..••• . Legal description . Working drawings, stamped by a Washington State licensed::. architect, which include: • Site plan • Architectural drawings • Structural drawings . • • Mechanical drawings : • Elevations • Civil drawings : . • Landscape plan . .;* . • :: COMMERCIAL TENANT IMPROVEMENTS . Completed building pernilt.applicatIon,12(one.tereao!..!.atruott..,r.::,:;.'..,....,::::,...:-:: tenant) - - " ' - ::: ...... ............ ....... .. ,., . . • • """-:•:...•....--...,..•„.........„,........ Assesser'AcCount Number:....: ...,.,...„':'1: .:.:::',•.1"• -,-.:•,.,••••••,::•.,..:.....,...,,,..,..:....•...,:,:...,...:.......:...,...,.;,....: ---- - •,,...,.........,.......... . ' . Two (2) sets of constrUctioh'planSe'whickinClUde.....:::.;::•• „:,.....:,...,:.....,.,:::...i :... :: .• ' - -•:•••:::-.;;:..:..::,.......: , ........,..,:..,.::....S......i...t...e'...O..,..,:laLn6.::64i'...1,:ti.::,61.•::ii::•:.:...:".;:,';.:.:i.":6ri:"..i:'.:...:...,:i.i."".:..,66:.;.'..,:.:•.:,,'..:..:i'........"1::.....::::.1.:',...:.,:,...,..:::..........,...,:o.'...!.'.:,i'.:.,....,.::.........1.,•:....",...",i,i:.',...,....".::::".„:":.:'..'.‘..,1.::'.::.:.,,,,..,:.,',,i,..,::::..1..::::::"....,:..,:::.•::.....i...,..,....:..!.;;,.....,,....,.:i.,i.......:....:.......:...,.....„.......,..,..,.,.....:...-,:..... i'LandScaO&PIfin(1t.....!PP !ide17.i.,"!.4).:i..1:■7:.:':...Fifi#:!PtYs6)..'":,.:'!..:'1,!.....,..::::., .:,.. • ' ' • Existirici:and..propoSed:parkinFt.:;.:::::::: • Overall building plan.:...".... : : :: : ... ... ............................„..„..„. „........... '.:-....'....Teriantiodation:::;::•...:<::::,....:•:::•-•:::.:;•• .... . :. ... :•..Use of adjacent (common Wall)ltenant :::::...::•:::".:.,...:::::::::::.:::::.,.„,...:..:„.....„,:.::.„.:„.:.,.„...,..: ::. ::•'. •'0iierall dimensions of 'building :or00are;feetage.:::::::::::"R:::::::::::;•:''''.;'''::,::' i-i ....•;:',:•:.:::::'::'•:::,..-' .....:,.::::::'''':•'''' ':-','''''.::::.'.':•'::•%.:':',...:::::::.:::..::'::::::::':'::::::.:::•:::',..::::::::::::::::::..:i..i.:::':::::::.::::::::::::6:::::::::::1'.':i::,.:.::i. 1 1 Floor plan'Oi:prepeeed tenant space . • . Completed utility permit application (one for entire pro ) Six (6) sots of civil drawings :. . • : : : . NOTE: See utility permit application and checklist for specific utility .•• • submittal requirements. • • • *- • • • . •••••••.* • • : • • • RACK STORAGE. Completed building permit application Assessor Account Number Two (2) sets of plaits, wilich include: . • • • Building floor plan showing: • Entire space where racks will be located • Exit doors . • • .• • • • Dimensions of all aisles {-1 Tenant space floor plan showing rack storage layout, aisles and exits. • • . • NOTE: Include dimensions of racks (height, width and length), aisles and exit ways on plan. • • • Structural calculations stampod by a Washington State licensed engineer (rack storage 8 and over). RESIDENTIAL NEW SINGLE•FAMILY DWELLINGS/ADDITIONS • — Compieted buliding permit application (one for each structure ) Li Legal descriptiOn • : JAssessor Account Li Two sets. (2)01 • Site plan closest • Foundation plan . Inc! uda access to Fl0000fr riialq Roof nh • • Building elevations (all views) Building Cross-Section:.:',..': • Structural framing plans : [ I Washington State Energy Code data ..... . " • ' • ; 1 1 Completed utility permit application . 'I . .• '• ". Li Six (6) sots of site plans showing utilities • . • • . . NOTE: Building site plan and utility site plan maybe combined: See utility permit application and checklist for specific submittaI requ rem . : ; : •••:- Additional topographical and soils information may be required if:unique site conditions. : .• : • • •‘ : . '••••••• . • Tenant space plEm with use of each room • •'.• Exit doors, egress patterns . : • . . ;. • : • Now walls,' existing wall, and wallslcitpe domohshed • .conttrUCtion Cross sections.. showing constructlon and mothod of (lobe:and . : . . . . . . • : engineer May.66 required ifstructurel'*crk:ia.tO'be:dOOO:!...".4...)...,N:".. NOTE /1 any uhIity work Is 10 bo done, submit soparato utllitypenn: pp II ce ti oh' and .p1 an REROOF [1 Completed building permit applicatlon (ono for oach stnicturo) .,........„., • . . • • Assessor Account . . . . Narrative' describing existing ... and ................................................................ NOTE A ceitilidiatkinleitoi:kreqUired prior to fina inspoction and sign the .". .•,,,••• .. ... RESIDENTIAL REMODEL.: L j Completed building perMit'appliCatio n (one for each structure) Assessor Account NumberH:: Two (2) sets of working ..... inolude • • • • ..• •. . . .. . :••::::.•:Site• plan Foundation p)an 'Roof pian 'Building eiovations (all views) Siructural framing plans • • • '• • •'.. :••• •••.•'••••••••••••• • . . -• . . ,...:;,NoTE.:.1( tiny' Work' is :Ie.' •Preti.ide:0 Ilit},..:Peiiii.le.apPiloatiOri' . .. ".• . . . . .... . .. . .... • . • . . REROOFS .. . h structure) ************** k* r * *** ** * * *** * * * * * *** * ** ** * ****** **• **** ** ** ** **** GENERA 701.40, CITY OF TUKWILA, WA TRANSMIT TOTAL 701.40 *A.4A•*k *** *ti4*14•k *** ** **A *** **k**k* * *k ***** •k**A *h****A ** *****kk ** CHECK 701.40 TRANSMIT Number: 94000334 Amount: 701.40 03/23/94 11 :52 CHANGE 0.00 Permit No 894-0052 Type: 13-BUILD BUILDING PI:RA3/i14/94 0435A000 22 :57 Parcel No 35970Q -0257 Site Address: 225 TUKWILA PY St: 01 F1: Um: Payment Method: CHECK Notation: RKO, .INC. Xnit: SAO •k* *•A•A ***•k ***A ** k*********** A**** *•k****** ** * * * ****** * * *•k**** *• .k** Account Code, 000/322.100 000 /386.904 Description BUILDING - NONRES STATE: BUILDING SURCHARGE Total (This Payment): Total Pees: Total All Payments: Balance: 1,169.40 1,169.40 .00 Paid 696.90 4.50 701.40 *** * ***k* li***•k*** * *h ** * ***• * *****l *** * * *• * * *o4 *** ** ** ** *** * *vh**'*** CITY OF TUKWILA, NA TRANSMIT ****************,***\********•***** * * * * * * * *** * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: 94000154 Amount: .9.10 02/10/94 16:01 Permit Na: E394.0052 Type: B-- BUILD BUILDING PERMIT Parcel. No: 3.59700- -0257 Site Address :.225 .TUKWILA PY St: 01 El: Uni Payment Method: CHECK Notation: NELSON MILLER Iriit: SLE3 ;' r4**,*** *kyF**h****y4k*** *** *41.k *k*k* * *lr * * * * * *k *4!*** *** **,l• * *A** ** Account Code Description Paid 000/322.100 BUILDING - NONRES 9.10 Total (This .Payment): 9.10 Total Fees: Tonal All Payments: Balance: 1,169.40 4.68.00 701.40 21',`,0P : 4****** k* k*k* k****k*k************ ** * ****************** ***k** *k ** CITY OF.TUKWILA, • WA TRANSMIT *** **• ** *** A•** k*'k** k*: 4.******• k* k**** k* :4 * ***** * * ** ** *74 **A****** * ** TRANSMIT Number: 94000153 :Amount: 458.9.0 02/1.0/94 16:00 Permit No: , 894-0052 Type: 8-BUILD BUILDING PE W 'A4 Parcel -No :. 359.700 -0257 Site Address: 42; TUKWILA PY St: 01 F1 :. Um: Payment;_ Method :: .CHECK Notation: NELSON MILLER Init: SLL3 * * * * * *'fi * * * * * ** *. * ** * * * * * ** ************** * * * * **** * *�11:i1* *e4 ** **** *h *, •.Account Gade Description Paid 00042345.830 PLAN CHECK.- NCNRES 458.90 1 Total (This Payment): 458.90 Total Fees: Total All Payment -s: Bal:ar%ce: 1,169.40 45(1.90 710.50. GENERA 458.90 GENERA 9.10 TOTAL 468.00 CHECK 468.00 CHANGE 0.00 9i.20A000 22 :16 o. 1 INSPECTION RECORD Retain a copy wHh permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 OOL ?— PE (206) 431-36 Proo,ctio ( 115-r -r-si\ 02.) YPe ° ns *C15/1,1dk• Fe isi' 15 e') M k/01 kt. .1-'y Date Called: 6-1- -1'-/ Special Instructions: . . . 20 Ai to i'1,(' 05,e_ rite., ,,odi 6:,, -II lc I t-i., Date Wanted. — 1 g I 0 Requester. / . '. '. cq51-7 - (a51 I Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 1--cst-NF- kqt A f P ILVALI9 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IRecoil No.: ...E.*.rii...Altt4Tih4.1WiRmAgeiSFAitti4ittwtartitOle INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER/ST N0. (206) 431 -3670 Pro JecS.0 et, i Jr Type of Inspection ./if ',‘I , • Cdr: �' . -•�- -- Ui A- �,, Date Called: 6 _.. c9 7 47,;r1 nst . • . Date "anted:5 — 2 /......e74/ (!sr► .m. Requester: D J I% 113' -79 Approved per applicable codes. O Corrections required prior to approval. COMMENTS: Inspector: O $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Dade; INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 694- " PERMT 110. 431 -3670 r A� Y) �--- Type of Ins ci IJ {Iras' c�c�s j L(63 I (c4.. P� / Date Called: Special Instructions: / Date Wanted Requester: Phone No. :M € _ 6,619 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [eceNo.: Dale: INSPECTION RECORD 0 694 " Retain a copy with permit OD 5 � PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: /474 i tae. low ,57i-e-d,-"e-/ 1)-7 5/6w--K-,4rai--7 Inspector: Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,..,,......... _. ,...,,...eb _... r.._ . . a_ .�w.... n.r al nt„mautata ty!ert.: 8dA( • :. ; �J Inspect Type of Inspect 11 _ a .tom Date Called: — or, i., • _ ► : Instructions: Date Wanted " 6-94_ .P.m. Requester.. ouv_e._. Phone No.: ., r25 1 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: /474 i tae. low ,57i-e-d,-"e-/ 1)-7 5/6w--K-,4rai--7 Inspector: Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,..,,......... _. ,...,,...eb _... r.._ . . a_ .�w.... n.r al nt„mautata ty!ert.: 8dA( 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 (206) ,431 -3670 ��Tick) l 1 �j� _ ...� YPeo nspect : (�'� 0�1 rf@s ss..Q At rA (,c. )1 J(�. Date Called: Date Wanted: 0. //'��k� - .� `i "'' 614 .e Special Instructions: I Requester. e, Co 6 /q Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Date: 5 / 2 /5 ❑ $30,00 REINSPECTION FEE 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 Approved per applicable codes. 0 Corrections required va COMMENTS: • Special Instructions: 00 P.. m • 4%bur Date Wanted; q _ (s^ (, u P `' m. m. Requester: DU-- 1) Phone No.: g'G Co5 q Approved per applicable codes. 0 Corrections required va COMMENTS: • -r( 1q-■ J/1` -/ CC::: f ire C gr: An., D (,30,6C 1 is d, 1-e /C.. 1(-2. A A674A IS CJ n% • O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERAM'f' tit0. (206) 431 -3670 Pi\ rir-T, 5A-d "Pe° 1"PrMA4219------ OPtna Date Called: Special Instruction: 4,. a-Ve X1.5 ?51 b 1 t QJ Date Wanted; � `/ 4 r / �-- I` am. € wester. — 06kArE. eNo.: G. –�l Pna, / rn ❑ Approved per applicable codes. COMMENTS; ' ❑ Corrections required prior to approval. h3;?...brA_, .friearZ, 4400/ee-i- Pe.--_-/ � '-�j Gre-e."--e•t# 0i,e r -- / -rn� , �, - 4 / / '`ate .. d�;u /1 S LTA'_ ot--- 7"4re- Die; ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ..__.. ..r. _....�.. _. __ +.!' a1" A,<''.' �4L, 1}! w.•..':., r�:..*............ .,�id►K..,,r,......w.a.e..luSKu .91:01140.1. 9bKUbI~AAR» �} INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1394 --- PERMfT N0. (206) 431 -3670 • Type o(Ins.: «ion: _dit 1 Sp: ... nstruct ons: q 1:5-o / 1 I&.> v3 I t & Al JAL; Dato anted: `?" _ 9 ,, I K �,m. Requester. / ) Phone No.: �. C.� / _ c 7 '`/ ER Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 5 Fes- -Z) CA.. ..(*4 1 A-G /2A , , cn•.- - w,— ,� -�:,1W r` Inspector: ❑ $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 (206) 431 -3670 •r • & _-)P CO r :S) Q� n K o ns•: ►an: "' C�0 Ad ass: 5' WIC. Dkr Wry Date Called: .4v /3- Instructions: d Data w Requ e . Ca r �.[� Plane 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. . w �.a:..i^.... .a _ ...sh'�RaY�w}tShu.n✓.. ratwMY.ltw. Date: -**c..7:'?"y7N'71:r.:.!-.4-rMr11;,r447i1V4TV!',0,:r9VPI:VwliTATT.1=fir441i'Ve 9 a04,47,,,,,,,,757,,,,,,,,w7imprriTry'rffrA,200tralpyinlymmrvIWOIY04111V4V11 City of Tukwila Fire Department Project Name Address John W. Rants, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM • eA -rtie Permit N Thomas P. Keefe, Fire Chief Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: 6,705;._ Suite #. Authorized Signature FINALAPP.FRM F T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) .575-4404 Few (206) 575-4439 CITY OF TUKWILA Address: 225 TUKWILA PY St: 01 Permit No: B94-0052 Suite: Tenant: SEAFIRST BANK Status: ISSUED Type: B-BUILD Applied: 02/10/1994 Parcel #: 359700-0257 Issued: 03/23/1994 *******k*****k******kkkk**kkkkkl(k*kk**A*k*kA*Ak***kkkkkkilkkkA*14Akk**Wkk* Permit Conditions: , 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. • 2. Plumbing permit shall be obtained through the Seattle-King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296-4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical: work will be inspected by that agency (248-6630). 4. All mechanical work shall be under separate permit through.' the City of Tukwila. 5. All permits, inspection records, and approved plans shall be maintained available at the job site prior to the start of any construction. These documents are to be maintained available until final inspection approval is granted. 6. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building DiVision of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports sh411 contain addreSs, project name, permit number and type of inspection being performed, 7. The special inspector shall submit a final signed report:. stating .whether the work requiring special .inspection Was,, to the best of the inspectors knowledge, In conformance withv/ approved plans . and specifications and the applicable york--,:, manship provisions of the UBC. 8. All structural concrete shall be special inspecteC(Sec. '30.6 (a) 1, UBC). 9. All structural welding shall be done by W.A.B.O certified welder and special inspected (Sec. 306 (a) 5 UBC) 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements,fOr Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. 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). 13. Subgrade preparation including drainage, excavation, compaction, and fill requirement shall conform strictly with recommendations given in the soils report. 14. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 15. 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). 16. Validity of Permi' The issuance of a permit: r approval of plans, specif lcat errs and computations shall \,..,t be con- strued to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. �.I LEGAL DESCRIPTIONS: RECEIVED CITY OF TUKWILA FEB 1 0 1994 PERMIT CENTER pAJCE1 . A\ A tract of land in Section 23, Township 23 North, Rn.nge 4 East W.N. , that includes aa. portion of W.J. G1]:]iam Donation LRnd Claim No. 40 and a portion of Tract 14 of the Interurban Addition to Seattle, as recorded in Volume 10 of Plats, page S5, records of King, Cbunty, Washington, described as follows: Beginning at the northwest corner of the Northeast 1/4 of the Northeast 1/4 of section 26, Township 23 North, Rance 4 East, W.M.; thence North 0`12109" West along the west line of said subdivision produced across i��.H_. Gillian Donation Land Claim No. 40 a distance of 406.49 Peet; thence South 89°47151',', West 30 feet to t'-.e true point of beginning; thence Borth 012'09" West 217.60 feet to a point, of curve; thence along an afire of a curve to the left having a radius of 50 feet an arc distance of 79,53 feet to a point of tangency; thence :youth 88 °40100" West, 151.42 feet to an intersection with an arc of a ce;•ve having a radius; of 20 feet, the center of which bears South 50 °413441" East from the last described point; thence outherly along said arc 13.8) feet to a point of tatnEency; thence South 0 20'50" En sit, 222.81 feet to a, point of curve; thence southerly and easterly along an rare of a curve to the left having a ∎ radius.. of 20 fegt an are distance of 30.39 feet to a point of tangency; thence South 87'25'13" East 187.58 feet to the true point of beginning; situatein the City of Tukwila, County of King, State of Washington. I\ PAp,0? . ii A tract of land in Section 23, Township 23 North, Range 4 East, W.l., that includes a portion of W.J. Gilliam Donation Land Claim No. 40 and a portion of Tract 14 of the Interurban Addition to Seattle, as recorded in Volume 10 of Plats, pace 55, records of X King County, Washington, described rat follows: Beginning at the northwest corner of the Northeast 1/4 of the Northeast 1/4 of Section 26, Township 23 North, Ranee 4 East,. W.N.; thence North 0 12'09" West along the west line of said subdivision produced acrose W.H. Gilliam Donation Land Clain( No. 40 a distance of 406.49 feet; thence :lough 89"47151" West 30 feet; thence North 87 °25'13" West 187.58 feet to the true point of beginning; thence continuing North 87 °25113" West 338.84 feet; thence North 0 °19136" r•, anvt 1.78.75 feet to a point of curve; thenoe northerly and easterly along ran are of a curve to the right having n radium of 45 feet an aro distance of 45,96 feet to'a point of compound curve; thence easterly along an arc of a curve to the right having a radius of 122.35 £eet an arc distance of 03,68 feet to a point of tangency,' thence North 88"4010o" East 239.44 feJ.t to an intersection with an nr9 of a curve having as rndiue of 20 feet the center of which berare South 50'43141" East from the last described point; thence ooutherly along a said arc 13.83 feet to a point o.ftangency; thence South 0020150" Ent 222,81 feet to a point of curve; thence .southerly and easterly alone, an arc of a ourve to the left having a radius or 20 feet an are distance of 30.39 feet to the true point of beginning; '� '� situate in the City of Tukwiln , County of King, :state of Washington. SOUTHCENTER SEA -FIRST BANK STRUCTURAL CALCULATIONS February 1994 I.L. GROSS STRUCTURAL ENGINEERS 204 FIRST AVENUE SOUTH SEATTLE, WASHINGTON 98104 RECEIVED FEB 1 7 1994 DEVELOPMENT bank vault seismic design slab roof wall nelson miller il gross ULTIMATE STRENGTH ANALYSIS OF CIRCULAR SPIRAL CONCRETE COLUMN (07/02/91) PROJECT TITLE: SOUTH CENTER PILE DESIGN 12" COLUMN LABEL : TYPICAL PILE DESIGN STRENGTH ENVELOPE: Pu vs. Mu , where (Pu,Mu) are design load capacities. CONCRETE STRENGTH fc' (ksi) = 4.00 STEEL YIELD STRENGTH fy (ksi) n 60.00 COLUMN SIZE (DIAM.) (in) - 12.00 COVER TO C.G. OF REBAR (in) - 2.50 NO. & SIZE OF LONGITUDINAL REBAR • 7 )) 9 TOTAL STEEL AREA (sq.in) - 7.00 TYPE OF LATERAL REINFORCEMENT - SPIRAL BASIC COLUMN PHI FACTOR USED - .75 BAR LOC.DATA: BAR LOC.(i): 1 2 3 4 NO. BARS(i): 1 2 2 2 BAR SIZE(i): 9 9 9 9 DIST. X(i): 2.5 3.8 6.8 9.2 COMPRESSION FAILURE ZONE: Pumax - 0.85(Puo) - 497.72 kips Data Pu Mu eccent a c fs( +) fs( -) Pt. (kips) (kip -ft) (in) (in) (in) (ksi) (ksi) 1 585.55 .00 .00 12,00 9999.00 -60.00 -60.00 2 519.27 13.03 .30 12.00 14.12 -30.59 -60.00 3 502.25 18.16 .43 11.26 13.25 -26.89 -60.00 4 478.19 25.42 .64 10.52 12.38 -22.66 -60.00 5 446,39 32.81 .08 9.78 11,51 -17.80 -60.00 6 409.48 40.08 1.17 9.04 10.64 -12,14 -60.00 7 367,66 46.93 1.53 8.30 9.77 -5.47 -60.00 8 325.55 51.84 1.91 7.56 8.90 2.50 -60,00 9 271.92 57.44 2.53 6.82 8.03 12.20 -59.91 10 207.87 61.82. 3.57 6.08 7.16 24.26 -56.61 11 137.40 65.46 5.72 5.34 6.29 39,66 -52.41 12 45.11 69.52 18.49 4.60 5.42 60.00 -46.85 TENSION FAILURE ZONE Data Pu Mu eccent a c fs( +) fs( -) Pt. (kips) (kip -ft) (in) (in) (in) (ksi) (ksi) 12 45.11 69.52 18.49 4.60 5.42 60.00 -46.85 13 ' -18.92 77.70 -49.28 4.00 4.71 60.00 -40.78 14 -92.25 71.57 -9.31 3.50 4.12 60.00 -34.18 15 - 141.36 62.68 -5.32 3.00 3.53 60.00 -25.37 16 - 201.75 49.11 -2.92 2.50 2.94 60.00 ' -13.05 17 - 280.47 31.44 -1.35 2.00 2.35 60.00 5.44 18 - 331.66 16.86 -.61 1.50 1.76 60.00 36.25 19 - 364.23 6.20 -.20 1.00 1.18 60.00 60.00 20 - 373.07 2.34 -.08 .50 .59 60.00 60.00 21 - 378.00 .00 .00 .00 .00 60.00 60.00 ULTIMATE STRENGTH ANALYSIS OF A CIRCULAR SPIRAL CONCRETE COLUMN (07/02/91) Pu PROJECT:, SOUTH CENTER PILE DESIGN 12" kips COLN.ID: TYPICAL PILE DESIGN 600 + 1 1* 1 * 1 540 + 1 1 ( Pumax 1 480 + * 420 + 1 360 300 + 1 240 + 1 180 + 120 + 1 * 60 + Pumin * * * * * * Col. Diem. (in) - 12.00 Concr fc' (kti) - 4.0 Steel fy (ksi) - 60.0 Reber No.& Size - 7 -)) 9 Lateral Reinf. - SPIRAL Pumax (kips) - 497.7 Muo (k 2ft) - 75.3 Plot Scales: Pu (kips /ap) - 12.00 Mu (k- ft /sp) - 1.25 City OT Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B94 -0052 (512) John W. Rants, Mayor March 1, 1993 Re: Seafirst Bank - 225 Tukwila Parkway 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) 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 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)) 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) w% Z City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor 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) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. PROJECT MANUAL SEAFIRST BANK SOUTHCENTER BRANCH SATELLITE VAULT PROJECT PROJECT #306401 TUKWILA, WASHINGTON MANUAL # ARCHITECTS PROJECT #9391 DATE: FEBRUARY 1994 FILE COPY understand that tho Plan Check ct.;:: v�!.b aro subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or on:bane& Rsoetpt of contractor's copy of ap• -ved plans al imakiedped. By Date Permit No. NELSON MILLER ASSOCIATES ARCHITECTURE PLANNING INTERIOR DESIGN S13S Ballard Avenue Northwest Seattle, Washington 98107 (206) 782 -0688 RECEIVED. FEB 17 7994 DEVELOPMENT SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15010 BASIC MECHANICAL REQUIREMENTS PART 1 - GENERAL 1.1 WORK INCLUDED A. Description: Provide complete mechanical design documentation and construction for building mechanical systems, including, heating, ventilation, and air conditioning. B. Base Bid, Alternates, and Unit Prices: The proposal shall clearly identify Contractor - generated Alternate and Unit Prices separately from the Base Bid. Owner reserves right to reject any and all proposals. C. Change Orders: The Proposal shall include percentage mark -up for overhead and profit to be used for change orders. D. Existing Building Drawings: Some original prints are available for inspection at the Engineer's office. These drawings have not been checked for accuracy; field verification is required. The drawings for the three existing HVAC split - systems that currently serve the south area of the building are not available. Contact Mary Vance at (206) 583 -0200 to make arrangements for inspecting the drawings. 1.2 INDEX OF MECHANICAL SPECIFICATIONS Section Number Title 15010 Basic Mechanical Requirements 15050 Basic Mechanical Materials and Methods 15250 Mechanical Insulation 15500 Heating, Ventilation, and Air Conditioning (HVAC) 15950 Controls 15990 Testing, Adjusting, and Balancing (TAB) Work 1.3 EXISTING SYSTEMS A. Verify existing systems. B. Demolish existing mechanical as required to accomplish work. C. Protect existing systems to remain. Any existing work serving devices to remain in service, which is interrupted by work performed under this contract, shall be rerouted to maintain continuity. It is essential that no systems operation be interrupted unless scheduled with Owner: Contractor shall assume responsibility for unscheduled interruptions and expedient repair. D. Contractor shall inspect the existing installation prior to bidding. 8 February 1994 15010 - 1 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15010 BASIC MECHANICAL REQUIREMENTS 1.4 CODES, ORDINANCES AND STANDARDS A. Comply with all applicable Uniform Building, Mechanical and Plumbing Codes and any local authority amendments. 1. Notify the A/E of any deviations in contract documents to applicable codes and ordinances prior to installation of the. work. Provide changes in the work after initial installation due to requirements of code enforcing agencies at no additional cost to the Owner. 2. Provide and pay for all permits required. 8. Codes and Standards 1. Uniform Building Code (with Local Authority Amendments) 2. Uniform Mechanical Code (with Local Authority Amendments) 3. Uniform Plumbing Code (with Local Authority Amendments) 4. Washington State Energy Code 5. NFPA -90A, Installation of Air Conditioning and Ventilating Systems 6. NFPA -101, Life Safety Code 1.5 SUBMITTALS A. Provide three copies; bind in three -ring binder. Include all materials and equipment for Division 15 in one package; piecemeal submittals will not be accepted. Label front of binder with name of project, name of Owner, year of completion, title "MECHANICAL PROPOSAL ", "MECHANICAL SUBMITTALS ", or "MECHANICAL OPERATIONS AND MAINTENANCE MANUAL" (as applicable), and names of Architect, Engineer, and Mechanical Contractor. Label back edge of binder with title, name of project, Owner, and year of completion. Fold drawings to 8 -1/2" size and bind as above or place in pocket of folder. Provide index of all items submitted, including catalog numbers or drawing numbers if appropriate. Bind index as first sheet of submittal. Submittals will not be accepted unless they conform to these requirements. B. Submittals 1. Proposal Documents: Provide the following with the proposal. a. HVAC schematic plans showing system layout, scale 1/8" = 1' -0" minimum, including equipment locations and sizes (including roof curbs), major duct distribution layout, and typical branch duct layout with diffusers and grilles. b. Catalog cuts of HVAC equipment. c. Outline specification of materials and methods. d. "Basis of Design" describing the systems and controls. 8 February 1994 15010 - 2 1 i e i 1 1 1 1 f. 1 1 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15010 BASIC MECHANICAL REQUIREMENTS e. Schedule showing design and construction "milestone" dates, including design progress submittals, final design completion, equipment submittal data, design and submittal review periods by A/E and Owner, construction schedule, etc. Coordinate with A/E and Owner during design and construction periods, and update as required. 2. Construction Documents: a. Provide construction plans and specifications for construction in a timely manner to meet Owner's schedule, scale 1/8" = 1' -0" minimum. b. Drawings shall be produced with AutoCAD Release 12. c. Provide as a minimum the following drawings to define the Mechanical Work: Legend and Equipment Schedules, HVAC Floor Plan, Ceiling Space Section(s), and Details as required. d. Provide complete Mechanical Work specifications on the drawings. e. Documents shall be sealed and signed by a Registered Professional Mechanical .Engineer licensed in the State of Washington. 3. Calculations: Provide calculations of building heat gain and loss, energy code calculations, equipment /ductwork pressure loss, and equipment selection data. 4. Obtain approval from A/E and Owner on system design, drawings, materials, and equipment. 5. Record Drawings: Drawings shall be produced with AutoCAD Release 12, prior to final acceptance of the Mechanical Work. Provide one set of plots and one set of floppy disks with drawing files. Revise original drawings as required; reproducibles made from marked -up prints are not acceptable. 6. Operation and Maintenance Manuals: Provide complete mechanical systems operation and maintenance manuals prior to final acceptance of the Mechanical Work, including sequences of operation of each mechanical system with schematic diagrams; operation and maintenance instructions for each piece of mechanical equipment and the control systems; and spare parts lists. 7. Certificate of Inspection: Provide written evidence of approval from the local inspecting authority upon completion of the project. 8. Warranty: Provide certificate of warranty prior to final acceptance of the Mechanical Work. 1.6 STANDARDS OF QUALITY A.. Substitutions: 1. Conform to Division 1; A/E shall be the final authority with respect to acceptability of substitutions. 8 February 1994 15010 - 3 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15010 BASIC MECHANICAL REQUIREMENTS 2. Whenever any product is specified by patent or proprietary name or by the name of the manufacturer, such specification establishes the standard of quality in that particular field of manufacture. 3. Provide equipment to fit within the available space as indicated, including manufacturers recommended clearances. B. Codes and Ordinances: Provide all products in strict accordance with all governing codes and ordinances. C. Quantity Items: Provide products of one manufacturer only for items of any one classification which are used in quantity, such as accessories, specialties, packaged HVAC units, controls. D. Mechanical Equipment Locations: Provide adequate space around all mechanical equipment for maintenance. 1.7 DEFINITIONS AND ABBREVIATIONS A. The word "provide ", as used in these specifications, means "furnish and install ". B. The word "Contractor ", as used in these specifications, means the Mechanical Subcontractor. C. Abbreviations: A/ E AMCA ANSI ARI ASHRAE ASME ASTM AWS CISPI F FM HVAC MSS NEC NEMA NFPA OSHA Product Provide psi 8 February 1994 Architect Air Movement and Control Association American National Standards Institute Air Conditioning and Refrigeration Institute American Society of Heating, Refrigerating & Air - Conditioning Engineers American Society of Mechanical Engineers American Society for Testing and Materials American Welding Society Cast Iron Soil Pipe Institute Degrees, Fahrenheit Factory Mutual Engineering Corporation Heating, Ventilating, and Air Conditioning Manufacturers Standardization Society of the Valve and Fittings Industry, Inc. National Electric Code National Electrical Manufacturer's Association National Fire Protection Association Occupational Safety and Health Administration Materials and equipment Furnish and install Pounds per square inch 15010 - 4 SEAFIRST BANK MINI -VAULT SECTION 15010 SOUTHCENTER BRANCH BASIC MECHANICAL REQUIREMENTS TUKWILA, WASHINGTON psig Pounds per square inch gauge pressure ' SMACNA Sheet Metal & Air - Conditioning Contractors National Association UL Underwriters' Laboratories, Inc. V Volts UBC Uniform Building Code UPC Uniform Plumbing Code UMC Uniform Mechanical Code WSEC Washington State Energy Code 1.8 WORKMANSHIP A. Use the best trade methods throughout. Correct or replace work which is 9 P substandard as directed by the A /E. I1.9 SAFETY AND PROTECTION 1 A. Safety Measures: The A/E has not been retained to provide design and construction review services relating to the Contractor's safety precautions, or to means, methods, techniques, sequences or procedures required for the Contractor to perform his work. The Contractor shall I be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance of the work. This requirement applies continuously and is not limited to 1. normal working hours. Comply with "Safety and Health Regulations for Construction ", Volume 36, No. 75, Part II of the Federal. Register by the U.S. Department of Labor. Provide all required safety measures and I. consult with the state or federal safety inspector for interpretation whenever in doubt as to whether safe conditions do or do not exist or whether compliance with state or federal regulations exists. 1 1.10 COORDINATION A. Work of Other Trades: Obtain specific locations of structural and i architectural features or equipment items from the reference drawings, record drawings, field measurements, or the trade providing the material or equipment. No extra payments will be allowed for failure to obtain this information. 1.. B. Cooperation: Plan and execute work in cooperation with all other trades. 1 1.11 TESTING AND DEMONSTRATION A. Commissioning: Provide demonstration prior to final acceptance of the Mechanical Work. Items to be covered are as follows: 1. Design concept. 1. 8 February 1994 15010 - 5 1.. SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15010 BASIC MECHANICAL REQUIREMENTS 2. General demonstration of operation. 3. Operation and maintenance of each piece of mechanical equipment. 4. Operation and maintenance of control systems. Demonstrate that all equipment and systems operate as indicated and in accordance with manufacturer's recommendations. Perform tests in the presence of the Owner; give minimum one week notice prior to test. Provide all instruments and personnel required to conduct the tests. 1.12 WARRANTY A. Conform with General Conditions, Supplementary Conditions, and Division 1. PART 2 - NOT USED PART 3 - NOT USED END OF SECTION 8 February 1994 15010 - 6 1 i 1 i 1 1 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15050. BASIC MECHANICAL MATERIALS AND METHODS PART 1 - GENERAL 1.1 WORK INCLUDED A. General: Provide motors, sleeves, anchors and supports, vibration isolation, and nameplates. B. Contract requirements of the General Conditions, the Supplementary Conditions, and Division 1 apply to all work in this Section. 1.2 QUALITY ASSURANCE A. Regulatory Requirements: 1. Comply with all applicable city, county, and state codes and ordinances. In case of conflict with drawings or specifications, the codes and ordinances govern. . Basis: a. Uniform Building Code b. Uniform Plumbing Code c. Uniform Mechanical Code d. NFPA -90A 1.3 COORDINATION A. Electrical Interface: Coordinate mechanical equipment electrical requirements with the Electrical Contractor. Rooftop HVAC units shall be provided with integral starters; starters for other motors are intended to be provided by the Electrical Contractor. B. Architectural Interface: Coordinate and receive approval for required curbs, pipe chases, furrings, mechanical equipment arrangements, etc., with the A /E. C. Structural Interface: Coordinate equipment weights and roof mounted equipment supports with the Structural Engineer, through the A /E. PART 2 - PRODUCTS 2.1 GENERAL A. Comply with "Quality Assurance" provisions, Specifications, and Manufacturer's Data. Where these may be in conflict, the more stringent requirements govern. 8 February 1994 15050 - 1 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15050 BASIC MECHANICAL MATERIALS AND METHODS 2.2 MOTORS AND CONTROL EQUIPMENT A. Motors: Provide electric motors and enclosures covered by this specification conforming to the applicable definitions and requirements of NEMA MG -1. B. Control Equipment: Unless supplied as an integral part of the equipment, or indicated otherwise, disconnects, starting equipment, and motor protective devices for equipment included in Division 15 are intended to be provided under Division 16. Coordinate with Electrical Contractor. 2.3 LISTED EQUIPMENT A. Whenever UL or ETL Standards exist for equipment with electrical components, provide approved equipment bearing the UL or ETL label. Otherwise, provide equipment certified by the manufacturer as complying with UL or ETL Standards for similar items. 2.4 MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL A. Rooftop Air Conditioning Units: Provide neoprene pad between unit and curb, flexible connectors to ductwork, and sound traps /attenuation as required for maximum RC 35 sound level in adjacent occupied spaces. 2.5 FIREPROOFING A. Three -hour rated penetration sealing system per UL 1479 and ASTM E -814; 3M Fire Barrier, Dow Chemical RTV, Manville Cerafiber, or equivalent. 2.6 NAMEPLATES A. Laminated black plastic with lettering cut through to white background. Plastic strips with raised letters made by a marking device are not acceptable. 2.7 PAINTING A. Painting of all work specified in mechanical sections which is exposed, including exterior exposed mechanical work, is specified in the General Construction section of the specifications. B. Touch up mechanical equipment with factory finished surfaces as required by the A/E and Owner using matching factory furnished paint. 8 February 1994 15050 - 2 i i 1 1 i 1. i SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15050 BASIC MECHANICAL MATERIALS AND METHODS PART 3 - EXECUTION 3.1 INSPECTION . Verify installation conditions as satisfactory to receive work of this Section. Do not install until any unsatisfactory conditions are corrected. Beginning work constitutes acceptance of conditions as satisfactory. 3.2 PREPARATION A. Field Measurements: Field verify locations of work prior to commencing work of this Section. B. Protect surrounding areas and surfaces to preclude damage from work of this Section. 3.3 INSTALLATION, APPLICATION, ERECTION, AND PERFORMANCE A. Install, apply, erect, and perform the work in accordance with "Quality Assurance" provisions, Specifications, and Manufacturer's installation instructions and directions. Where these may be in conflict, the more stringent requirements govern. 3.4 CLEANING A. Promptly remove waste material and rubbish •caused by mechanical construction work. At completion of the project, clean all equipment and fixtures installed or provided under this contract. 3.5 CUTTING AND PATCHING # A. Cut all openings and holes required for mechanical work. Carefully examine existing conditions prior to commencing work. Patch and paint the patched work. 3.6 ACCESSIBILITY 1 A. Locate valves, dampers, controls, etc., to be easily accessible. Provide access doors if required to achieve accessibility; coordinate access door locations with the A /E. B. Install all equipment which requires periodic servicing or repairs to be readily accessible. Otherwise, obtain A /E's approval of location. 8 February 1994 15050 - 3 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15050 BASIC MECHANICAL MATERIALS AND METHODS 3.7 EQUIPMENT INSTALLATION A. General: Provide supports for equipment and appurtenances as required. 3.8 PIPE AND DUCT SUPPORTS A. Attach hangers and support rigidly to the building structure; provide supplementary steel framing where required. 3.9 FLASHING AT ROOF PENETRATIONS AND EQUIPMENT SUPPORTS A. Provide galvanized metal flashing for all pipes, ducts, and conduits through the roof surface and for equipment supports and similar items supported by or attached to the roof deck. Use galvanized sheet metal unless otherwise indicated. 3.10 NAMEPLATES A. Provide for all equipment; fasten with screws. 3.11 TEMPORARY WORK A. Temporary HVAC: Cooperate with the General Contractor and prepare the mechanical equipment for operation when the building remodel is ready for completion. Install temporary filters over return air intakes and in equipment. Form from continuous section of 2 -inch roll filter media tied securely over unit or equipment intake and over return air intakes. B. Air Systems: Do not use air systems during construction. Cover duct and grille openings with taped -on plastic sheet or equivalent to keep construction dust out of the ductwork. 3.12 DEMOLITION A. Provide demolition work required in the existing building for the removal of existing mechanical equipment, ductwork, or piping and the installation of new equipment, ductwork, or piping. Relocate or modify the existing equipment, piping, and ductwork as required by any general construction alterations or by the installation of new equipment, ductwork, or piping in the existing building. B. Remove and dispose of existing materials indicated to be removed. C. Where existing piping is removed, cut back to the stack or riser and cap the piping behind the wall or below the floor. Remove all unused branch piping and piping in walls to be demolished and cap the remaining piping. Perform all cutting and patching. 8 February 1994 15050 - 4 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15050 BASIC MECHANICAL MATERIALS AND METHODS D. Where existing insulation is damaged due to cutting and connection to new systems, replace damaged sections as indicated for new systems. E. Do not reuse existing products unless specifically indicated. F. Materials to Contractor: Materials other than those reserved by Owner. G. Specific demolition work and operating conditions to be encountered shall be verified from on -site review and coordination with the Owner. Maintain service to existing equipment and devices during new construction work as required by Construction Sequencing /Scheduling provisions; in areas adjacent to the new construction work, provide temporary services as necessary to meet these conditions. 3.13 REMOVAL AND REPLACEMENT OF EXISTING ACCESSIBLE CEILING PANELS A. Remove and reinstall necessary panels in existing accessible ceilings as required to install the mechanical work in areas where no architectural work is required. Where existing ceiling panels are damaged, replace with new units. After ceiling removal and reinstallation is complete, the ceiling system appearance shall match adjacent similar ceilings that have not been removed. 3.14 REVISIONS, ALTERATIONS AND CONNECTIONS TO EXISTING MECHANICAL SYSTEMS A. Inspect existing conditions of work, including existing equipment, piping, and ductwork, and compare to the Contract Documents for extent and description of new work. B. Where connections are required to existing piping or ductwork, keep the shutdown period to a minimum and restore services promptly to existing building. END OF SECTION 8 February 1994 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15250 MECHANICAL INSULATION PART 1 - GENERAL 1.1 WORK INCLUDED A. Work includes insulation for ductwork. B. Contract requirements of the General Conditions, the Supplementary Conditions, and Division 1 apply to all work in this Section. 1.2 QUALITY ASSURANCE A. Regulatory Requirements: 1. Comply with all applicable city, county, and state codes and ordinances. In case of conflict with drawings or specifications, the codes and ordinances govern. 2. Basis: a. Uniform Building Code b. Uniform Plumbing Code c. Uniform Mechanical Code d. Washington State Energy Code 1.3 SUBMITTALS 1.4 A. General: Submit in accordance with Division 1 and the following. B. Product Data: 1. Insulation 2. Inserts APPLICABLE PUBLICATIONS (MOST RECENT EDITION) A. American Society For Testing And Materials (ASTM) Standards: E84 Surface Burn Characteristics of Building Materials E96 Test for Water Vapor Transmission of Materials B. National Fire Protection Association (NFPA) Standards: 90A Air Conditioning and Ventilating Systems 255 Building Materials, Tests of Surface Burning Characteristics C. Underwriters' Laboratories, Inc. (UL) Publications: 723 Hazard Classification of Building Materials 8 February 1994 15250 - 1 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15250 MECHANICAL INSULATION 1.5 DEFINITIONS AND ABBREVIATIONS A. Definitions: 1. "Exposed" is work exposed to the view of occupants in normally occupied areas and in equipment rooms. 2. "Concealed" is work located in ceiling spaces, chases and other locations not exposed to view, 3. "Conditioned Air Ductwork" is ductwork for air that is heated or cooled and includes supply and return ductwork. B. Abbreviations: ASJ A11- Service Jacket FSK Foil- Scrim -Kraft Jacket K Thermal Conductivity, Btu per hour per square foot per degree F, for each inch of thickness. PCF Pound per cubic foot density Perm Water vapor transmission rate (permeability) SSL Self- sealing lap 1.6 SURFACE BURNING CHARACTERISTICS A. Provide composite or component ratings per NFPA 255, ASTM E84 or UL 723 as follows: 1. Fiberglass Insulation: Flame spread 25, smoke developed 50. B. Composite includes insulation, jacketing and adhesive used to secure jacketing or facing. C. Components include PVC jacketing and fittings, adhesive, mastic, cement, tape and cloth. 1.7 MINIMUM INSULATION THICKNESSES A. Thickness of insulation is defined as the thickness of the basic insulating medium not including finishing materials. B. Ductwork, Fiberglass: 1 -1/2 -inch minimum thickness, or thicker as required to meet WSEC. PART 2 - PRODUCTS 2.1 GENERAL A. Comply with "Quality Assurance" provisions, Specifications, and Manufacturer's Data. Where these may be in conflict, the more stringent requirements govern. 8 February 1994 15250 - 2 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15250 MECHANICAL INSULATION 2.2 ACCEPTABLE MANUFACTURERS A. Fiberglass: Owens- Corning, Knauf, Certain Teed, Manville. 2.3 EXTERNAL DUCTWORK INSULATION A. General: Fiberglass, maximum 0.02 perms vapor transmission rate. B. Concealed Conditioned Air Ductwork, Rectangular and Round: Flexible wrap, 1.0 PCF, FSK facing, K value not greater than 0.28 at 75 degrees F mean temperature. PART 3 - EXECUTION 3.1 INSPECTION A. Verify installation conditions as satisfactory to receive work of this Section. Do not install until any unsatisfactory conditions are corrected. Beginning work constitutes acceptance of conditions as satisfactory. 3.2 PREPARATION A. Field Measurements: Field verify locations of work prior to commencing work of this Section. B. Protect surrounding areas and surfaces to preclude damage from work of this Section. 3.3 INSTALLATION, APPLICATION, ERECTION AND PERFORMANCE A. Install, apply, erect, and perform the work in accordance with "Quality Assurance" provisions, Specifications, and Manufacturer's installation instructions and directions. Where these may be in conflict, the more stringent requirements govern. 3.4 TIME OF APPLICATION A. Apply insulation only after piping has been tested and certified by the A/E as ready for insulation. If insulation is applied prior to testing, necessary removals, repairs and modifications to insulation due to leaks that may occur in piping systems shall be made without additional cost to the Owner. 3.5 EXTENT OF INSULATION A. Insulate conditioned air ductwork completely, except as indicated. 8 February 1994 15250 - 3 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15250 MECHANICAL INSULATION B. Do not insulate the following: 1. Ductwork: a. Exhaust ductwork. b. Items specified to have internal acoustical (sound) lining unless additional insulation is required to meet requirements of this section. c. Nameplates. 3.6 INSTALLATION, GENERAL A. Apply in a workmanlike manner by skilled workmen regularly engaged in this type of work. B. Apply to clean-and dry surfaces. C. On cold surfaces, apply with continuous, unbroken moisture and vapor seal. Insulate and vapor seal all hangers, supports, anchors, and other projections that are secured to cold surfaces, to prevent condensation. D. Extend all surface finishes to protect all•raw edges, ends, and surfaces of insulation. E. Install all duct insulation continuous through walls, ceilings, and floor openings and sleeves, except where firestop or firesafing materials are required. F. Install with all joints tightly butted. G. Tuck and tuft all edges of insulation. H. Install insulation to allow easy access to equipment for inspection and repairs. I. Carefully bevel and seal insulation around equipment nameplates. 3.8 EXTERNAL DUCTWORK INSULATION A. Concealed Conditioned Air Ductwork, Rectangular and Round: 1. Maximum allowable compression 25 %. Overlap all seams minimum 2 inches.. Finish with pressure sensitive tape or glass fabric and vapor barrier mastic, minimum 3 inches wide. 2. Rectangular Ducts Over 18 Inches Wide: Secure insulation to bottom of ductwork with mechanical fasteners on 18 inch centers; apply washers without compressing insulation. 8 February 1994 15250 - 4 r r i i 1 SEAFIRST'BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15250 MECHANICAL INSULATION 3. Seal all seams, joints, breaks, punctures, and penetrations with vapor barrier mastic. 8 February 1994 END OF SECTION SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15500 HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) PART 1 - GENERAL 1.1 WORK INCLUDED A. General: Provide complete design and construction for HVAC system to serve the Mini - Vault. The primary features desired by the Owner include high reliability, ease of maintenance, and low energy cost. B. Contract requirements of the General Conditions, the Supplementary Conditions, and Division 1 apply to all work in this Section. 1.2 DESIGN CRITERIA A. Design Parameters: 1. Outdoor Design Conditions: Summer: 83 F dry bulb, 67 F wet bulb, 7.5 mph wind velocity (confirm with WSEC requirements). Winter: 20 F dry bulb, 15 mph wind velocity (confirm with WSEC requirements). 2. Indoor Design Conditions: AREA COOLING HEATING CIRCULATION PRESSURIZATION General 75° F 70° F 6 AC /hr min. 50% RH Footnotes: a. AC /hr - Air changes per hour (at 100% airflow for Variable Volume systems). b. RH - Relative humidity c. Pressurization: P = Positive relative to adjacent areas N = Negative relative to adjacent areas E = Equal relative to adjacent areas 3. Outdoor Air Ventilation: Provide as required to meet Energy Code occupancy ventilation requirements (20 cfm per person minimum), and building pressurization. 4. Air Filtration: Provide air handling systems with filters rated at 20% minimum efficiency (Efficiency based on test per ASHRAE Standard 52). 8 February 1994 15500 - 1 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15500 HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) 5. Building Envelope and Interior Conditions: a. Components of the building envelope will remain as is. This includes the large expanse of existing single -pane clear windows on the south and west exterior walls. b. The following minimum heating and cooling load parameters shall be used for the preparation of the Mechanical Work proposal; verify final design parameters with field investigation: (1) Lighting Load: Refer to Architectural Drawings and Record Drawings, and coordinate with Electrical Contractor (2) Miscellaneous Internal Load: Refer to attached sheet. (3) Occupancy and Ventilation: Refer to attached sheet. c. The existing high ceiling space above the Mini -Vault area is as follows: (1) 17- inches from top of suspended ceiling T -bar to bottom of trusses. (2) 53- inches from top of suspended ceiling T -bar to bottom of metal roof. Access is via suspended tee -bar ceiling panels in the Mezzanine area and in part of the high ceiling area. 6. Mini -Vault HVAC Zoning: Provide design and construction of the HVAC System based upon one temperature control zone. Locate thermostat in Workroom 103. Provide ducted supply air to Vestibule 101, Mantrap 102, Workroom 103, and Shipment 104. Provide return air as needed. 7. Duct Design: Use equal friction method. In general, size at 0.08 inches of water pressure loss per 100 feet of duct. 8. Noise Criteria: Occupied space noise level shall not exceed RC 35. B. HVAC System Selection: 1. Mini - Vault: Rooftop air conditioning unit ACU -MV with DX cooling. Heat is not required. 2. Vault Addition: Electric cabinet unit heater CUH -V, surface - mounted adjacent to vault door (inside gate) tight to ceiling, designed to draw air from Mini -Vault area through open vault door with discharge to the east into the Vault. Provide unit arranged with bottom air inlet and horizontal air discharge. Mount such that bottom elevation is 7' -6" or higher above finished floor. Locate thermostat and summer fan switch wall - mounted inside vault adjacent to vault gate. 3. Perform calculations to verify compliance with the Washington State Energy Code. 8 February 1994 15500 - 2 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15500 HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) C. Existing HVAC System Description: 1. Three HVAC split- systems serve the existing area occupied by the Chamber of Commerce, which will be converted into the Mini - Vault. The complete system extent is unknown due to lack of record drawings, but the following conditions were observed on site: a. Two fan coil units are located in the ceiling space above the Mezzanine toilet rooms, which serve the Main Floor area. Manufacturer and Model is G.E. WE060C1A02 (each unit). Each unit has electrical characteristics of 230 V /lPh /60 CY, with 3/4 hp motor. These appear to be 5 -ton fan coil units. b. One fan -coil unit is located in the ceiling space above the Mezzanine Break Room, which serves the Mezzanine. Manufacturer and Model is not known (could not find. nameplate). c. Three condensing units (which may be heat pump outdoor units) are located on grade off the southeast corner of the building. The two units that serve the Main Floor area are pad - mounted adjacent to shrubbery, and are G.E. BGTA860R4A. Each compressor motor has electrical characteristics of 460V /3Ph /60CY, 11.8 amps. The unit that serves the Mezzanine is tucked under the walkway, and a nameplate could not be found. d. Refrigeration piping is routed from the condensing unit below grade to the building crawl space, then up in a toilet room plumbing chase to the fan -coil units in the ceiling space. e. Supply air for the Main Floor area is routed via ductwork from the fan -coil units to eight ceiling diffusers, six in the high ceiling and two in the low ceiling under the Mezzanine. Supply air to the two ceiling diffusers under the Mezzanine is ducted with two 3 -1/4 inch rectangular ducts routed down in the stud space of the wall between the Mezzanine Break Room and the Work Room. Return air is handled via a ceiling return air plenum, with three ceiling return grilles in the high ceiling open to the ceiling space, and fan -coil unit intakes open to the ceiling space. f. Supply air for the Mezzanine is routed via ductwork from the fan coil unit to two ceiling diffusers, one in the Break Room and one in the Work Room. Return air is handled via the ceiling return plenum, with two ceiling return grilles open to ceiling space, and the fan -coil unit intake open to the ceiling space. 8 February 1994 15500 - 3 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15500 HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) g. Minimum outside air appears to be ducted up through the roof at grid M -5 (a gooseneck and a horizontal extended duct routed to the north are located in this vicinity of the roof). h. Three electric thermostats control the existing HVAC split- systems. A time clock and bypass timer are located in the Mezzanine Storage Room. 2. Toilet exhaust is routed via ductwork to the north in the ceiling space, and connects to a fan above the Branch Bank area. 3. The south area which is now occupied by the Chamber of Commerce (Main Floor area and Mezzanine area) was formerly served by the existing multi -zone air handling unit in the fan room at the North Mezzanine area. The ductwork is capped off in the ceiling space, and the zone damper (Zone #3) has been slaved to an adjacent zone damper (Zone #4). The multi -zone unit will continue to serve the Branch Bank area north of the Mini - Vault. 4. Hot water baseboard radiation elements and enclosures are located on the east, south, and west perimeter walls of the Mini -Vault area. A pneumatic thermostat controls the hot water baseboard heat via a two -way control valve in the Basement Boiler Room at the north end of the building. D. Existing HVAC System Modifications: 1. Provide demolition of the two HVAC split- systems serving the Main Floor area, including removal of the fan -coil units and condensing units, refrigeration piping, ductwork, diffusers, grilles, and controls. Patch walls as required. Cap outside air below roof. Dispose of refrigerant as required by law. 2. The HVAC split- system serving the Mezzanine shall remain as is. Retain control devices connected to this system. 3. Provide demolition of perimeter hot water baseboard radiation elements and enclosures as follows: a. East wall between grid lines N and Q. b. South wall between grid lines 1 and 3. According to the Record Drawings, these radiation elements are served by dedicated 1" branch hot water heating supply and return piping in the crawl space (branched off of the 1 -1/2" piping described below); field verify valving and cap piping in crawl space. 4. The following perimeter hot water baseboard radiation elements and enclosures shall remain as is, to provide heat for the Mini - Vault: a. South wall between grid lines 3 and 9 (capacity 85,600 Btuh). b. West wall between grid lines M and Q (capacity 55,640 Btuh). Capacities are taken from the Record Drawings. According to the Record Drawings, these radiation elements are served by 8 February 1994 15500 - 4 1 1 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15500 HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) dedicated 1 -1/2" branch hot water heating supply and return piping in the crawl space; the existing pneumatic control valve in the Basement Boiler Room is in the supply pipe dedicated to these elements and the elements to be removed as described above. Provide new control of this perimeter baseboard heating via the existing control valve, integrated and interlocked with the new Mini -Vault temperature control system. 1.3 QUALITY ASSURANCE Regulatory Requirements: 1. Comply with all applicable City, County, and State Codes and Ordinances. In case of conflict with drawings or specifications, the Codes and Ordinances govern. 2. Basis: a. Uniform Building Code b. Uniform Plumbing Code c. Uniform Mechanical Code d. NFPA 90A e. WSEC 1.4 SUBMITTALS A. General: Submit in accordance with Division 1 and the following. B. Product Data: 1. HVAC Unit (including roof curb). 2. Duct Construction Standards. 3. Grilles and Diffusers. PART 2 - PRODUCTS 2.1 GENERAL A. Comply with "Quality Assurance" provisions, specifications, and manufacturer's data. Where these may be in conflict, the more stringent requirements govern. 2.2 ROOFTOP HVAC UNIT ACU -MV A. Description: Factory packaged electric self- contained air conditioning unit arranged for vertical supply and return. B. Manufacturer: Carrier, Trane, Lennox, McQuay or approved. Contract documents are based upon Carrier 50LJ -014, a nominal 12 -1/2 -ton unit, supply air at 500 cfm per nominal ton, without electric heat; verify. 8 February 1994 15500 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15500 HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) C. Components: Centrifugal belt -drive supply fan, power exhaust fan for building pressure relief with backdraft dampers (backdraft dampers only are not acceptable), 100 percent outside aireconomizer cycle dampers and controls with filter, economizer override from differential sensing of outdoor air and return air (Carrier Accusensor III), return air filter section, compressor- condenser section,; factory curb, compressor short cycling protection, high - pressure switch, loss - of- charge /low- pressure switch, freeze- protection thermostat, single point power connection, electronic programmable thermostat, hail guard, and field- supplied indoor fan motor and drive. 2.3 HVAC UNIT AND FAN DRIVES A. Description: Provide an electric motor and V -belt for each unit unless otherwise indicated. B. Drives: Variable pitch V -belt sized for 175% of motor horsepower. C. Drive Ratio: Drive ratio for fan shall be such as to give the required CFM at the static pressure of the system. In each case, if during balancing the static pressure in any system is found to vary from that shown, the Contractor shall change the drive ratio as required, at no extra cost. 2.4 AIR DISTRIBUTION SYSTEM A. General: Provide complete low pressure ductwork. for the remodel areas, including grilles and diffusers. Coordinate with ceiling and floor -to -floor heights, light fixtures, structural members, and other items. All duct work shall be concealed above suspended ceilings. B. Ductwork: 1. Sheet Metal Work, General: a. Duct Construction: Comply with SMACNA HVAC Duct Construction Standards, Metal and Flexible. b. Pressure Classification: Low Pressure: 1 -inch W.G., Seal Class A. c. Turning Vanes: (1) Description: Airfoil design, smoothly- rounded entry nose, extended trailing edge, continuous internal tubes for stiffening and rigidity of the section, adaptable to all duct sizes, maximum generated sound power level 54 decibels in Octave Band Four at 2,000 feet per minute velocity in 24 x 24 duct size. (2) Assembly Fabrication: Side rails by same manufacturer as turning vanes, vanes installed on 2.4 -inch centers across the full diagonal dimension of the elbow. 8 February 1994 15500 - 6 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15500 HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) (3) Unequal Elbows: Adjustment to set all of the vanes in the assembly at the correct angle of attack, resulting in the leading and trailing edges in a parallel relationship. (4) Acceptable Manufacturers: H.E.P. - High Efficiency Profile - as manufactured Aero /Dyne Co. (1- 800 -522- 2423), or equivalent. d. Access Doors And Frames: Include access door wherever access to ducts is necessary for reaching equipment; double construction, tight fitting, hinged, with latch, insulation or duct lining equivalent to that of the duct; steel angle frame. e. Duct Lining: Fiber glass, 1 -1/2 -inch thickness unless noted otherwise, with a black pigmented neoprene coated.mat surface on the airstream side, 1 -1/2 pounds per cubic foot density, Fire Hazard Classification FHC 25/50 per UL 723; Owens- Corning Fiberglass Duct Liner Board, Knauf, Manville or Certain -Teed. 2. Volume Dampers and Quadrants: Provide dampers in accordance with SMACNA HVAC Duct Construction Standards, including end bearings for all sizes and types. 3. Flexible Ducts: Maximum length ten feet for each branch duct, factory - insulated flexible duct with vapor barrier jacket, suitable for low pressure applications, 1 inch fiber glass insulation, zinc - coated steel spring helix reinforcement bonded to fiber glass cloth, polyester or mylar liner, UL listed with flame- spread rating not over 25 and smoke - developed rating not over 50. Connect to metal ducts with a slip joint made using fire - resistant mastic and clamp. When installing, do not install with abrupt bends, kinks, or offsets which reduce the cross - section area. 4. Spin -in Fittings: Conical type with volume damper, quadrant and accessories. Complete with insulation guard for installation in lined ductwork. C. Volume Dampers: Provide at each branch to terminal, and at each main duct branch. D. Flexible Connections: Provide at.each connection to HVAC unit and fan; Duro Dyne Super Metal Fab with Excelon fabric. E. Supply Diffusers: Multiple cone type, each cone one piece construction, steel or aluminum material, horizontal blow, white baked enamel finish. Titus Model TMS or equivalent. 8 February 1994 15500 - 7 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15500 HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) F. Return and Exhaust Grilles: Fixed angle blade type, steel or aluminum material, white baked enamel finish. Titus 300/360 Series or equivalent. G. Fasteners: 1. General: Use blind rivets, sheet metal screws, or bolted connections where required by SMACNA for attachment purposes for sheet metal. 2. For ductwork, grilles, and accessories.exposed to view in finished rooms, provide finish -type fasteners. a. Permanent Work: Blind stainless steel pop rivets. b. Removable Items and Grilles: Cadmium - plated pan head or countersunk tapping screws. 2.5 VAULT CABINET UNIT HEATER A. Description: Electric cabinet unit heater designed for ceiling surface mounting with bottom air intake and horizontal air discharge. B. Acceptable Manufacturers: Markel, Trane, Q -Mark, or equivalent. Contract documents are based upon Markel Model No. 6333 -03, Grille /Blower Configuration C, Control Option R4. C. Construction: Architecturally styled 16 gauge steel cabinet, finned tubular steel sheathed electric heating elements with linear high limit control, single anchor mounting of elements at end of tube, centrifugal forward - curved direct -drive blower fan(s) with two -speed motor resiliently- mounted, integral supply and return grilles, terminal blocks for electrical connections, zero clearance from end to side wall, mounting holes in back of cabinet accessible through blower compartment, baked enamel finish. D. Components: Built -in relays operated by remote thermostat, 24 -volt control source via factory - supplied internal transformer, remote electric thermostat with adjustment knob and setpoint scale in degrees F, remote summer fan switch, built -in circuit breakers, air filter, motor fusing, and dead front. PART 3 - EXECUTION 3.1 INSPECTION A. Verify installation conditions as satisfactory to receive work of this Section. Do not install until any unsatisfactory conditions are corrected. Beginning work constitutes acceptance of conditions as satisfactory. 8 February 1994 15500 - 8 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON ' SECTION 15500 HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) 3.2 PREPARATION . Field Measurements: Field verify locations of work prior to commencing work of this Section. • Protect surrounding areas and surfaces to preclude damage from work of this Section. 3.3 INSTALLATION, APPLICATION, ERECTION AND PERFORMANCE A. Install, apply, erect, and perform the work in accordance with "Quality Assurance" provisions, Specifications, and manufacturer's installation instructions and directions. Where these may be in conflict, the more stringent requirements govern. B. HVAC Installation: 1. Route supply ductwork in ceiling space to diffusers; route return ductwork in ceiling space to grilles. 2. Provide HVAC unit condensate drain trap with discharge to roof. 3. Install duct smoke detectors furnished under Section 15950. 3.4 CLEANING A. Clean entire air handling and distribution system. 3.5 ADJUSTING A. Adjust fans to obtain design air quantities; provide sheave changes as required. B. Coordinate with "Contract Closeout" Section Division 1. 8 February 1994 08- Feb -94 Page 1 o F 2 ABACUS CONSULTANTS, P.S. Seattle, Washington PROJECT NAME: PROJECT NO.: FILE NAME: PROJ TITLE: MV -SOCTR 2497. 003/3005 MV- SCLD.WQ1 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON HVAC LOAD CALCULATIONS - EQUIPMENT (Electrically- Powered) EQUIPMENT LOAD/HEATOUTPUT, EACH (1) VOLTS AMPS WATTS (2) BTU/H QTY TOTAL REMARKS BTU/H (3) Office Equipment: CALCULATORS - MERCURY 1600 CALCULATORS (WIDE FORM) CASH CART /BUS (VAULT TYPE) CURRENCY BAG HEAT SEALER LOOP 1000 STRAPPING MACHINE TYPEWRITER FAX MACHINE PHOTOCOPIER -LIGHT CAPACITY PHOTOCOPIER- MEDIUM CAPACITY MICROWAVE REFRIGERATOR VACUUM CLEANER, HAND HELD VACUUM CLEANER, SHOP VAC Currency Equipment: GLORY CURRENCY COUNTER GFB 520 GLORY CURRENCY COUNTER GFF -8CFHS GLORY CASH SETTLM'T TERMNL SR700 Subtotal: 120 120 120 6.25 120 1.5 120 2.2 120 2.2 120 15 120 120 120 7 120 120 0.74 120 0.74 120 1.3 2.04 CUMMINS JET SCAN 4061 CURRCY CNTR 120 1.25 CUMMINS MINISORT -COIN COUNTER 120 1.25 22 75 2 22 75 1 3 0 750 2560 2 5120 150 75 No Toad None to be used 180 264 264 1800 614 901 901 3072 1360 665 840 2867 795 89 303 89 303 156 532 245 836 150 512 150 512 1 614 0 0 1 3072 Based on Ricoh FT6750, with .5 load /usage factor 1 1 3 0 20 16710 0 512 Located on Mezzanine. Located on Mezzanine. Infrequent usage. Infrequent usage. 15500 - 10 08- Feb-94 Page 2 or 2.- ABACUS CONSULTANTS, P.S. Seattle, Washington PROJECT NAME: PROJECT NO.: FILE NAME: PROJ TITLE: MV -SOCTR 2497 - 003/3005 MV- SCLD.WQ1 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON HVAC LOAD CALCULATIONS - EQUIPMENT (Electrically- Powered) EQUIPMENT LOAD/HEAT OUTPUT, EACH (1) QTY TOTAL REMARKS VOLTS AMPS WATTS (2) BTU/H BTU/H (3) Security Equipment: NAVCO CAMERA/PLAYBACK SYSTEM Computers & Teller Terminals: MAC SE 30 + EMAIL & PRINTER — COMPUTER PRINTER MODEM Subtotal: ISC TELLER TERMINALS — COMPUTER MONITOR PRINTER Subtotal: TELLER SYSTEM — DNP SYSTEM PRINTER Subtotal: IBM PLATFORM TERMINAL COMPUTER MONITOR Subtotal: 120 4 120 2 120 2 120 0.4 4.4 120 120 120 2 0.9 0.7 3.6 120 3 120 8.2 11.2 120 2 120 0.9 2.9 480 1638 240 819 240 819 48 164 528 1802 240 108 84 432 819 369 287 1474 360 1229 984 3358 1344 4587 240 108 348 819 369 1188 1 1638 1 1802 20 29488 1 1229 Located in Basement. 1 3358 0 TOTAL: NOTES: (1) Load data from Seafirst input 11/26/93 and 12/2/93, unless otherwise noted. (2) Watts = Volts x Amps (based upon power factor of 1.0), unless directly listed, (3) All equipment will be located In Workroom 103 unless otherwise noted. 63768 15500 - 11 08- Feb -94 Page 1 (J j ABACUS CONSULTANTS, P.S. PROJ NAME: MV -SOCTR Seattle, Washington PROJ NO.: 2497 - 003/3005 FILE NAME: MV- SCP.WQ1 BY: MAQ PROJ TITLE: SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON HVAC LOAD CALCULATIONS - OCCUPANCY VENTILATION STUB/PERSON ROOM ROOM NO. OF CFM/ NO. NAME PEOPLE SENS LAT PERSON CFM 101 VESTIBULE 255 255 20 102 MANTRAP 255 255 20 103 WORKROOM 22 255 255 20 440 104 SHIPMENT 1 255 255 20 20 MINI -VAULT TOTALS: 23 460 1.* SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15500 HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) END OF SECTION 8 February 1994 15500 - 13 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15950 CONTROLS PART 1 - GENERAL 1.1 WORK INCLUDED A. General: Complete design and construction for mechanical systems control shall be provided by the control system vendor /installer as indicated herein. B. Design Parameters: Provide complete control of the rooftop HVAC unit, including design, components, installation, start -up, commissioning, and record drawings. C. Control System Manufacturer: Honeywell, Johnson, Landis & Gyr Powers, Barber Colman, or equivalent. D. Coordination and Cooperation: The construction contractor and subcontractors shall fully coordinate and cooperate with the control system vendor /installer, and vice versa, to achieve a quality installation in full compliance with the Contract Documents. 1.2 QUALITY ASSURANCE A. Regulatory Requirements: 1. Applicable city, county, and state codes and ordinances shall be complied with. In case of conflict with specifications, the codes and ordinances govern. 2. Basis: a. Uniform Building Code b. Uniform Plumbing Code c. Uniform Mechanical Code d. NFPA -90A e. WSEC 1.3 SUBMITTALS A. General: Submit in accordance with Division 1 and the following. B. Product Data: Specification data sheet for each component; provide tag numbers on submittal documents. • C. Shop Drawings: 1. General: Label all components with tag numbers. Show locations of all items within the building or site. Drawings shall be complete, showing all components and interlocks. Submit drawings for review prior to commencement of installation. 8 February 1994 15950 - 1 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15950 CONTROLS 2. Schematic diagrams of the control systems showing controls, relays, control valves, malfunction alarms, switches, wiring, instrument settings, and other items not specified herein or otherwise indicated but necessary to perform the functions in the sequences of operation. 3. Floor plans showing locations of all items and wiring. 4. Sequence of operation. 5. Ladder -type electrical diagram for each electric motor - operated unit served by controls and interlocks of this section of the specification, including pumps, fans, etc. Coordinate with the Electrical Contractor as required to provide the required sequence of operation and safety interlocks. 6.. Details of connections to power sources, including grounding. D. Record Documents: Provide for each control system showing installed status; as a minimum, include the diagrams and documents listed in "Shop Drawings" of this Section with sequences of operation. Submit reproducible drawings (mylar, vellum, or sepia); conform to Division 1 and Section 15010. PART 2 - PRODUCTS 2.1 HVAC CONTROL SYSTEM A. Rooftop HVAC Unit Control Functions: 1. Unoccupied mode; fans are off, and the system is cycled to maintain designated minimum zone temperature; initial setpoint 60° F. 2. Individual zone timed override of HVAC unit unoccupied cycle; initial setting 3 hours. 3. Adaptive control to vary morning start time. 4. Morning warm -up cycle; outdoor air dampers completely closed. 5. Morning cool -down cycle; 100% outdoor air, mechanical cooling energized only upon economizer override. 6. Sequential control of perimeter hot water baseboard heat via existing pneumatic two -way control valve, economizer cooling, and mechanical cooling cycles based upon room thermostat setpoint. Provide modulating control of perimeter heat; on -off control is not acceptable. 7. Interface to HVAC unit economizer cycle dampers and controls. 8. Economizer cycle override during warm weather if outside air temperature exceeds return air. temperature. 9. Lockout of mechanical cooling at outdoor temperatures below 50 F. 8 February 1994 15950 - 2 � SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15950 CONTROLS 10. Power relief fan operation to prevent excessive Mini -Vault pressurization during operation of the economizer cycle dampers. When the economizer cycle automatic dampers are in minimum outdoor air position, the Mini -Vault is slightly pressurized, the relief fan is off, and the relief fan backdraft dampers are closed. The relief fan is started and stopped based upon outdoor air damper position. B. Existing Controls: Refer to Section 15500. C. Vault Cabinet Unit Heater: Install remote electric heat thermostat and remote summer fan switch furnished with heater. 2.2 DUCT SMOKE DETECTORS A. Sampling photo electric or ionization type for sensing of products of combustion within the air streams of fan systems, including supply air and return air. Comply with NFPA 72. Include necessary sampling tube extensions and sensitivity adjustments for detection of products of combustion across the width of the duct; actuate upon nominal 2 percent light obscuration per foot; visual indication of normal and alarm /trouble on the exposed surface of the device; remote annunciator light for ceiling - mounting below detector. 2.3 NAMEPLATES A. Laminated plastic nameplates for all equipment and devices. Identify the equipment name by function. Minimum size 1" by 3 ", with minimum of 1/4" high engraved block lettering. Mechanically attach nameplates adjacent to the device. 2.4 EQUIPMENT CONTROLS, GENERAL A. Interlocks, contactors, relays, transformers, thermostats, and switches that are not furnished with the equipment are to be provided, to accomplish the monitoring and control functions indicated. Coordinate with Section 15500. B. Electrical power supply is to be coordinated with work of Division 16. PART 3 - EXECUTION 3.1 INSTALLATION /APPLICATION /ERECTION /PERFORMANCE A. All design, devices, hardware, and installation are to be provided to insure a complete operating system. 8 February 1994 15950 - 3 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH .TUKWILA, WASHINGTON SECTION 15950 CONTROLS B. Location of Thermostats: Easy accessibility; in general, 5' -0" above floor. Obtain A/E and Owner approval on locations prior to installation. C. Duct Smoke Detectors: Coordinate installation of detectors with sheet metal installer. Provide remote indicator lights for duct smoke detectors where the detector is located above a suspended ceiling or in an area which is not readily accessible. Connect auxiliary contact to shutdown fan system. Refer to UMC 1009. Coordinate with Section 15500 and Division 16. 3.2 TESTING AND ADJUSTING A. The completed system shall be tested out under operating service by a qualified person in the employ of the manufacturer. END OF SECTION 8 February 1994 15950 4 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15990 TESTING, ADJUSTING, AND BALANCING (TAB) WORK PART 1 - GENERAL 1.1 WORK INCLUDED A. Work includes testing, adjusting, and balancing of mechanical systems. B. Contract requirements of the General Conditions, the Supplementary Conditions, and Division 1 apply to all work in this Section. 1.2 QUALITY ASSURANCE A. Regulatory Requirements: 1. Comply with all applicable city, county, and state codes and ordinances. In case of conflict with drawings or specifications, the codes and ordinances govern. 2. Basis: a. Uniform Building Code b. Uniform Plumbing Code c. Uniform Mechanical Code d. NFPA -90A B. TAB Contractor: 1. General: TAB work shall be performed by an independent balancing and testing contractor, not affiliated with the mechanical contractor. 2. Qualifications: Certified by'the National Environmental Balancing Bureau, or approved prior to bid. 3. Experience: Minimum 5 years on projects of similar scope and complexity. 4. Acceptable TAB Firms: Neudorfer, United Systems, NIAC, Air Balance Associates. 1.3 SUBMITTALS A. General: Submit in accordance with Division 1, Section 15010, and the following. B. Preliminary Data: Submit the following within 30 days after award of contract: 1. Name of TAB contractor. 2. Individual qualifications of all persons responsible for supervising and performing the work of this project. 3. TAB agenda listing methods and procedures, and including blank forms applicable to this project. C. Pre - Balance System Check -Out Report: Prior to commencement of TAB work, mechanical contractor shall confirm in writing that equipment and system check -out has been performed. D. Balancing Report: 1. Comply with Section 15010, paragraph "SUBMITTALS ", subparagraph A, regarding format of TAB report, except title "BALANCING REPORT ". 8 February 1994 15990 - 1 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15990 TESTING, ADJUSTING, AND BALANCING (TAB) WORK 2. Provide complete Balancing Report as indicated, including the following: a. System Diagrams /Floor Plans. b. Electric Coil /Duct Heater Test Reports. c. Fan Test Reports. d. Rectangular and Round Duct Traverse Reports. e. Air Outlet Test Reports. f. Perimeter Hot Water Radiation Check Reports. g. Package Rooftop /Heat Pump /Air Conditioning Unit Test Reports. h. Instrument Calibration Report. 1.4 SEQUENCING /SCHEDULING A. Phase in properly with A/E reviewed /accepted. Construction Schedule. PART 2 - PRODUCTS 2.1 GENERAL A. Comply with "Quality Assurance" provisions, Specifications, and Manufacturer's Data. Where these may be in conflict, the more stringent requirements govern. 2.2 TAB INSTRUMENTATION A. TAB contractor shall furnish materials and equipment necessary to properly measure system capacities, electrical voltage and current, fan speeds, static pressures, air velocities, water pressure drops, refrigeration pressures, and other readings necessary to evaluate system performance and adjust quantities to those indicated. Materials and equipment shall remain in the possession of the TAB contractor after project is completed. B. Instrumentation shall be accurate, with calibration histories available for examination upon request. C. Instrumentation shall be used in accordance with manufacturers instructions. PART 3 - EXECUTION 3.1 INSPECTION A. Verify installation conditions as satisfactory to receive work of this Section. Do not install until any unsatisfactory conditions are corrected. Beginning work constitutes acceptance of conditions as satisfactory. 8 February 1994 15990 - SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15990 TESTING, ADJUSTING, AND BALANCING (TAB) WORK 3.2 PREPARATION A. Field verify locations of new and existing work prior to commencing work of this Section. B. Protect surrounding areas and surfaces to preclude damage from work of this Section. 3.3 PERFORMANCE A. Perform the work in accordance with "Quality 'Assurance" provisions, Specifications, and Manufacturer's installation instructions and directions. Where these may be in conflict, the more stringent requirements govern. 3.4 WORK BY MECHANICAL CONTRACTOR A. System Performance: This contractor is responsible for the performance of the equipment and the system. Do not assume that supplier will ship equipment adjusted to meet the project requirements. B. Equipment Operation: 1. Check equipment for proper operation as soon as electrical power is available. Perform adjustments required for proper operation. 2. Report malfunctions to the manufacturer, and take corrective action immediately to prevent delay of the work. 3. Check -out equipment for electrical problems, check rotation of motors, read voltage and current in each leg of each motor, heater, etc., and check the readings against the nameplate. Lubricate per manufacturer's recommendations. 4. Before balancing and testing commences, operate (test run) equipment for a minimum of one week. C. Air Distribution System Inspection: Check out the air distribution system to ensure that each outlet is properly connected to the branch duct, and that a volume damper exists for each outlet (supply, return and exhaust) and is in the wide -open position; in addition, verify existence and function of all other volume dampers. D. Controls Operation: Check out and calibrate all control components under equipment and system operation service; these components include, but are not limited to, thermostats to ensure they are connected to the appropriate device, respond to temperature changes, and are of the correct action to be compatible with the controlled device. 8 February 1994 15990 - 3 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15990 TESTING, ADJUSTING, AND BALANCING (TAB) WORK E. Filters: After equipment and system check -out work has been completed, and prior to commencement of TAB work, perform the following: . 1. Replace air filters in air distribution equipment and systems with new filters. F. Access: Provide scaffolds, staging, and accessories required to allow TAB contractor to gain access to equipment, dampers, valves and other devices located beyond the range of a 6 -foot stepladder. G. Fan Drives: Provide drive changes necessary as directed by TAB contractor, including required sheaves and belts; coordinate with Section. H. Cleaning: Clean equipment and devices after check -out and test run period, prior to TAB work. 3.5 WORK BY TAB CONTRACTOR A. General: Perform TAB of mechanical systems in accordance with NEBB publications, or SMACNA publication "HVAC Systems - Testing, Adjusting, and Balancing ", 1st Edition, 1983. Adjust quantities to within 10% of design values. B. Systems: 1. Rooftop HVAC system, including supply air, return air, outside air, and power relief air. 2. Existing Mezzanine system supply air and return air. 3. Perimeter hot water radiation heating. 4. Vault Cabinet Unit Heater. C. Readings: 1. General: Provide readings including, but not limited to, the following: a. Air Quantities: Supply, return, exhaust, and outdoor air. b. Air Temperatures: (1) Outside air at equipment. (2) Return air at equipment. (3) Supply air leaving equipment. (4) Mixture of outside and return air before entering the cooling coil. c. Electrical: (1) Measured voltage and amps on each phase of each motor (compressors, pumps, fans, etc.) while the equipment is under maximum normal load. (2) The nameplate voltage and current for each motor. d. Refrigeration: Suction and discharge pressure of each compressor or, in the case of packaged units, the suction and liquid line pressures. 2. Explain readings out of range. 8 February 1994 15990 - 4 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 15990 TESTING, ADJUSTING, AND BALANCING (TAB) WORK D. Outside Air /Economizer Cycles: After supply and return air are in balance and the quantity correct, adjust the outside air dampers to the required air quantities. Check for proper setting of the controls and for proper operation of the dampers (outside air, return air, and relief). Adjust the return /relief system to result in a slight .positive pressure in the building. E. Inspection and Recheck: 1. Upon request, recheck random selections of up to 10% of the readings recorded in the Balancing Report in the presence of the Owner's representative. 2. The Balancing Report will be rejected if more than 20% of the rechecked readings deviate more than 10% of the recorded reading in the report. In this event, provide complete rebalancing. F. Marking of Adjustments: 1. Permanently mark dampers, valves, and other adjustment devices to allow adjustment to be restored if disturbed in the future. 2. If recheck requires re- balancing, eradicate previous markings and re -mark. G. System Difficulties: Obtain readings on each unit or piece of equipment as early as possible, such that any apparent difficulties can be resolved before the anticipated close of the job. 8 February 1994 END OF SECTION SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 16005 DESIGN -BUILD REQUIREMENTS PART 1 - GENERAL 1.1 BASIC ELECTRICAL REQUIREMENTS A. General: The electrical work will consist of all the labor, materials, equipment and supervision as necessary to provide a complete electrical system as outlined in this specification. 8. Codes are to prevail except this shall not relieve the Contractor from complying with any requirements of the plans or specifications in excess of code requirements. C. Purchase all code authority required electrical permits and pay fees. 1.2 BASE BID, ALTERNATES AND UNIT PRICES A. Design, material and equipment requirements in this specification include requirements for the Base Bid, Alternates, and Unit Prices; the proposal shall clearly identify Unit prices listed below and Contractor - generated Alternate and Unit Prices separately from the Base Bid. Selection of Electrical Contractor shall be based upon evaluation of prices and equipment to be used. Owner reserves the right to reject any and all proposals. 1.3 EXISTING SYSTEMS A. Verify existing systems. B. Demolish existing electrical as required to permit work. C. Protect existing systems to remain. Any existing wiring serving devices to remain in service, which is interrupted by work performed under this contract, shall be rerouted to maintain circuit continuity. It is essential that no systems operation be interrupted unless scheduled with Owner. Contractor shall assume responsibility for unscheduled interruptions and expedient repair. D. Contractor shall inspect the existing installation prior to bidding. 1.4 SUBMITTALS WITH BID PROPOSAL A. Schematic design with proposal including the following: 1. Catalog cuts of proposed equipment, outline specification of materials and methods. 8 February 1994 16005 - 1 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 16005 DESIGN -BUILD REQUIREMENTS 2. "Basis of Design" narrative describing each electrical system. B. Include unit prices for providing the following equipment where they are additions to the basic materials specified above. 1. Duplex receptacle in partition wall including wiring to power panel. 2. Single pole switch in partition wall including wiring to controlled fixtures. 3. Telephone outlet in partition wall including access to crawl space. 1.5 SUBMITTING SUBSEQUENT TO NOTICE TO PROCEED A. Documents shall be prepared under the supervision of a registered professional Electrical Engineer licensed in the State of Washington. B. Construction Documents: Contractor shall provide complete set of final electrical plans, scale 1/8" = 1' -0" minimum. These plans shall indicate all lighting, power and communications systems including branch circuit wiring as described in the specifications. Drawings shall be produced with AutoCAD Release 12. C. Panel schedules, final load calculations, fault study, one - line /riser diagrams and legend. D. Provide complete equipment and installation specifications and cut sheets which shall list manufacturers for all equipment and materials, and shall indicate all desired options and finishes to establish a specific quality level. E. At 95 percent stage of final design, provide calculations including, but not limited to, final load calculations based on final mechanical equipment selection and as -built conditions. F. Obtain approval from Owner on system design, drawings, materials, and equipment. G. At project closeout, provide record drawings produced on AutoCAD Release 12. Provide one set of reproducible plots and one set of floppy disks with drawing files. 1.6 BASIC MATERIALS AND METHODS A. Coordinate electrical work with the work of other crafts and trades for proper installation and for timely execution of construction. 8 February 1994 16005 - 2 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 16005 DESIGN -BUILD REQUIREMENTS 1.7 RACEWAYS A. Provide raceway system complete. B. Existing floor duct system and homerun raceways may be reused at contractors option. 1.8 WIRES AND CABLES - COPPER A. Provide power wiring systems complete. PART 2 - PRODUCTS 2.1 BASIC MATERIALS AND METHODS A. All materials shall be new, of the best quality and free from defects, designed to ensure satisfactory operation in environmental conditions which prevail. 2.2 RACEWAYS A. Rigid Galvanized Steel Conduit (RGS) B. Electric Metallic Tubing (EMT): Steel compression fittings (Setscrew, Indenter or die -cast fittings are not acceptable). C. Flexible Conduit: Industry standard (aluminum or thinwall flex not permitted). D. Surface Metal Raceway: Wire mold #500, #700, or #1000 as approved by architect for specific location. 2.3 WIRES AND CABLES - COPPER A. Copper, insulated for 600V. Wires are to be type THW or RHW. (type TWHN /THHN or XHHW wire may be utilized at Contractor's option). B. Aluminum conductors are not permitted. PART 3 - INSTALLATION 3.1 RECEPTACLES A. Provide duplex receptacles for equipment in locations shown on architectural drawings. Calculate load based on the "Equipment Load Data" sheet included in these specifications. For receptacles intended to feed scheduled equipment, provide a separate neutral for each circuit. Do not share neutral conductors for multiple circuits. 8 February 1994. 16005 - 3 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 16005 DESIGN -BUILD REQUIREMENTS B. Provide convenience outlets in locations as follows: 25 -feet minimum spacing between receptacles in all spaces, minimum of one receptacle per space. C. The maximum number of receptacles on any one circuit shall be limited to six (6). 3.2 MOTOR CONTROLS, EQUIPMENT CONNECTIONS, AND DISCONNECTS A. Coordinate location and sizing of equipment with mechanical contractor. Provide all line voltage wiring and connections to the equipment and motors. Provide disconnects at all motors and other equipment items unless equipment has self- contained, code - approved disconnecting method. 3.3 GROUNDING A. Provide system and equipment grounding per Code. 3.4 SERVICE AND DISTRIBUTION A. Existing service voltage is 480/277 volt, 3- phase, 4 wire. B. Provide new circuit breaker in panel M (located in basement mechanical room) and a transformer to feed the new 208 volt power panel. C. Provide a 208/120 volt power panel for Mini -Vault equipment loads. Coordinate location with architect. Feed panelboard from transformer located in basement mechanical room. 3.5 LIGHTING A. General: Existing lighting shall remain except as noted on architectural reflected ceiling plan. Provide selective demolition of fixtures as required to allow for new construction. Provide additional fixtures of like type where shown. Existing fixtures which are removed as part of this work may be relocated and reinstalled to meet requirements of reflected ceiling plan. Reconnect to existing circuits. B. Lighting Control: Provide local line - voltage switching control for all rooms. C. Provide battery ballasts in selected luminaires to achieve emergency egress lighting code requirements. 8 February 1994 16005 - 4 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH SECTION 16005 TUKWILA, WASHINGTON DESIGN -BUILD REQUIREMENTS 3.6 TELEPHONE A. Provide 2 gang, deep J -box with single gang mud ring in locations shown on architectural plans. Provide raceway with pull string from J -box to cable tray in crawl space. 3.7 DATA A. Provide 2 gang, deep J -box with single gang mud ring in locations shown on architectural plans. Provide raceway with pull string to cable tray in crawl space. Cable by others. 3.8 SECURITY SYSTEM A. Provide raceway system with pull strings for devices shown on architectural plans. 3.9 BASIC MATERIALS AND METHODS A. Install all material and equipment in accordance with manufacturer's recommendation, instructions and installation drawings, and in accordance with NECA'S "Standards of Installation ". B. Contractor shall continually remove debris, crates, cartons, etc., created by his work. 3.10 RACEWAYS 8 February 1994 16005 - 5 SEAFIRST BANK MINI -VAULT • SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 16005 DESIGN -BUILD REQUIREMENTS 3.11 WIRES AND CABLES - COPPER A. Install all wiring in raceway unless specifically authorized otherwise. B. Longer Branch Circuits: Branch circuits required to be #12 AWG (by code) which are greater in conductor length (measured from panelboard to beginning of the last tap) than the following . schedule shall be changed to #10 AWG: 1. 120 volt: 75 ft. 2. 208 volt: 100 ft. 8 February 1994 16005 6' SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 16005 DESIGN -BUILD REQUIREMENTS EQUIPMENT LOAD DATA SOUTHCENTER BRANCH Item Quantity Volts Watts Total (watts) Calculators 2 120 22 44 Mercury 1600. Calculator (Wide Form) 1 120 22 22 Loop. 1000 2 120 750 750 Strapping Machine Typewriter 1 120 180 180 Photocopier 1 120 1200 1200 Medium Capacity Microwave 1 120 1300 1300 Refrigerator 1 120 500 500 Vacuum Cleaner 3 120 840 2520 Hand Held Vacuum Cleaner 1 120 840 840 Shop Vac Type Glory Currency 20 120 89 1780 Counter (GFF- 8CFHS) Glory Cash Settlement 20 120 156 3120 Terminal SR700 Cummins MiniSort 1 .120 150 150 Coin Counter NAVCO Camera/ 1 120 480 480 Playback System MAC SE 30 Computer 2 120 240 480 Printer 2 120 240 480 Modum 2 120 48 96 8.February 1994 16005 7 SEAFIRST BANK MINI -VAULT SOUTHCENTER BRANCH TUKWILA, WASHINGTON SECTION 16005 DESIGN -BUILD REQUIREMENTS ISC Teller Terminals Computer 20 120 240 4800 Monitor 20 120 108 2160 Printer 20 120 84 1680 Teller System DNP 2 120 360 720 • System Printer 2 120 984 1968 TOTAL 25,270 watts 8 February 1994 END OF SECTION 16005 • RZA AGRA Inc. Engineering & Environmental Services 1 February 1994 Nelson Miller Architects 5135 Ballard Avenue NW Seattle, Washington 98107 Attention: Mr. Nelson Miller Subject: Subsurface Exploration and Geotechnical Southcenter Seafirst Branch Addition 225 Tukwila Parkway Tukwila, Washington Dear Mr. Miller: 11335 NE 122nd Way Suite 100 Kirkland, WA 98034 -6918 (206) 820 -4669 FAX (206) 821 -3914 11 -9366 FILE COPY 1 und`r:tar-1 i;.: i 1.:io Plan Choci< c.; ; aro subject t 3 cc: J and omissions and e; ; _ ..l of plane doce not authorize the violation of any adopted codo or ordinance. Receipt of contractor's copy of approved plans By re 7 A-- _Jo; .11.72," 1•,*- 0'3, 4 94/ Date Permit No. This letter report presents the results of our Subsurface Exploration and Geotechnical Engineering Evaluation regarding the foundation and construction considerations for the proposed vault addition to the existing Seafirst Bank Building in Tukwila, Washington. The purpose of this evaluation was to establish general subsurface conditions at the site from which geotechnical recommendations for the design and construction of the proposed vault foundations could be formulated. The scope of services consisted of a field exploration program, visual assessment of the site conditions, geotechnical engineering analyses, as well as preparation of this report. Written authorization to proceed with the above outlined scope of work was provided on 20 January 1994 and the field exploration work was performed on 21 January 1994. Our work has been performed In general accordance with our proposal letter dated 20 January 1994. This letter report has been prepared for the exclusive use of Nelson Miller Architects, Seafirst Bank, and their agents, for the specific application to this project in accordance with generally accepted geotechnical engineering practices. SITE AND PROJECT DESCRIPTION The project site is located at 225 Tukwila Parkway in Tukwila, Washington. An addition is proposed to house a bank vault at the southeast corner of the existing Seafirst branch building. Exploration Plan (Figure 1) shows the general site and building layout. The enclosed Site and RECEIVED tiS AGRA Earth & Environmental Group FEB 1 7 1994 COMMUNITY DEVELOPMENT Nelson Miller Architects 11 -9366 1 February 1994 Page 2 Based on preliminary plans provided to us, the one -story vault addition would measure roughly 12 feet by 24 feet. The existing Seafirst building is reportedly supported by timber piles. Auger -cast piles are proposed to support the vault addition to minimize potential differential settlements and pile driving vibration induced damage. We understand that a total vertical vault load of up to 100 tons would need to be supported by the piies. Based on our conversations with Mr. Ira Gross, the structural engineer for the project, a liquefaction or seismic pile design study is not included in our scope of work. SUBSURFACE EXPLORATION PROGRAM Our subsurface exploration program consisted of advancing one hollow -stem auger borings within the proposed vault addition, as indicated on Figure 1. The boring was located in the asphalted parking area just on the outside of the existing concrete sidewalk. The exploration hole was backfilled and patched at the surface with asphaltic concrete to allow continued usage of the parking lot. The boring was advanced by a local exploration company under subcontract to RZA AGRA, Inc. (RZA AGRA) using a truck - mounted hollow -stem power auger. Sampling was performed in accordance with the Standard Penetration Test method (ASTM:D 1586). This involves driving a standard 2 -inch O.D. (outside diameter) sampler 18 inches into the soil at the bottom of the auger using a 140 -pound hammer free - failing a distance of 30 inches. The number of blows required to drive the sampler each 6 -inch interval is recorded and the blow count number for the final 12 inches is recorded as the standard penetration resistance ( "N "). If a total of 50 blows is recorded within a 6 -inch interval, the blow count is recorded as 50 blows for the number of inches of penetration. A resistance or N -value provides a measure of the relative density of granular soils and consistency (relative stiffness) of cohesive materials. During drilling, the boring was continuously observed and logged in the field by an experienced geological engineer from our firm. The soils recovered were visually classified in the field and representative portions were placed in water -tight containers and returned to our laboratory for further testing and inspection, as deemed necessary. The exploration log enclosed with this letter describe the soil and groundwater conditions encountered in the exploration, as well as the depths were the soils or the characteristics of the soils changed. It should be noted that these changes may be gradual and somewhat variable across the proposed vault area. If the changes occurred between the sample intervals, the depth of change was interpreted. The relative density or stiffness of the soils indicated on the boring Togs is based on drilling action, advancement rate of the drill rig, and the driving resistance measured during sampling (N- values). AGRA Earth & Environmental Group Nelson Miller Architects 11 -9366 1 February 1994 Page 3 SUBSURFACE CONDITIONS The site soils generally consisted of roughly 17 feet of medium dense fill soils (silty sands) overlying roughly 23 feet of interlayered very soft to stiff clayey silt and organic silt, underlain by medium dense to dense sandy gravel which extended from a depth of 40 feet to 73 feet (the full depth explored), with interbeds of medium dense silty sand below 62 feet in depth. At the time of drilling, groundwater was encountered at a depth of 45 feet and rapidly rose roughly 30 feet during drilling to a depth of about 15 feet. This groundwater rise probably represents artesian pressure head from the confined water bearing sands at depth. It should be noted that the observed groundwater conditions may vary significantly due to changes in season, precipitation patterns, site utilization, and other factors. CONCLUSIONS AND RECOMMENDATIONS The proposed project is considered feasible from a geotechnical standpoint provided the recommendations In this report are included in the design and construction of the new vault addition. Preliminary plans called for six to eight piles rigidly tied to a pile cap /structural floor. We understand that total anticipated vertical loads would be on the order of 200 kips (100 tons), and that a total lateral capacity of 30 kips (15 tons) would be required. Detailed recommendations for the design of these foundations are presented in the following sections of this letter report. We do not anticipate that the installation of auger -cast piles for the proposed vault addition wold adversely affect the support capacity of the existing timber pile foundations, even if installed within a few feet. Auger -Cast Pile Foundations An auger -cast pile is formed by drilling to an appropriate pre- determined depth with a continuous- flight hollow -stem auger. Cement grout is then pumped down the stem of the auger under high pressure as the auger is withdrawn. The final result is a cast -in -place concrete pile. Reinforcing steel can be installed in the unset concrete column to provide the required structural capacity to resist lateral and /or tensile (uplift) Toads. Auger -cast piles gain their vertical compressive capacity from a combination of skin friction along the shaft of the pile and end bearing at the tip of the pile. To provide pile continuity at least one reinforcing bar should be installed the full length of the pile. We would recommend that auger -cast piles be embedded at least 10 feet into the medium dense to dense gravelly sand (below a depth of 40 feet) in order to provide adequate vertical bearing capacity and uplift resistance, as well as to minimize the risk of excessive pile settlement. A G F; A-. Earth & Environmental Group Nelson Miller Architects 11 -9366 1 February 1994 Page 4 For this site, we evaluated vertical and lateral capacities for both 12 -inch and 18 -inch diameter auger -cast piles. Based on the soil conditions encountered in our boring and the required design Toads, we anticipate that 12 -inch diameter piles would adequately support the proposed vault addition. Although four 12 -inch diameter piles appear to be sufficient to support the anticipated loads, a six -pile configuration may be required depending on the internal load distribution characteristics of the pile cap. The structural engineer for the project should select the appropriate pile /cap configuration. Detailed liquefaction studies were not included in our scope of work for this project. Based on the soil conditions encountered In our boring, however, there does not appear to be a great risk for liquefaction at the proposed vault location due to the high fines content of the soft soils and the relatively low groundwater level. It should be noted that piles properly embedded in the underlying medium dense to dense gravelly sands would rely on end bearing and frictional support in that lower zone and therefore would not be adversely impacted in the unlikely event of liquefaction within overlying soft soils. For a 50 -foot deep, 12 -inch diameter auger -cast pile, with the tip of the pile bearing at least 10 feet within the medium dense to dense gravelly sands, we would recommend a maximum allowable vertical capacity of 25 tons. This pile capacity Includes a safety factor of at least 2.5, which is accepted geotechnicai engineering practice. As long as no significant amount of fill (greater than 1 foot) or other surcharge loading is placed within the vault area, we do not anticipate any significant downdrag effect on the piles due to consolidation in the soft clayey silts overlying the bearing soil stratum. However, our calculations incorporate the effect of some downdrag which may occur due to normal consolidation of the soft soils at depth. If should be noted that the fill was likely placed when the existing building was constructed 20 to 30 years ago. We therefore expect that the major portion of the consolidation due to fill surcharge has already occurred. If adequately installed, the pile foundations are anticipated to settle less than '/ inch, with differential settlements ranging from �/4 to 1/2 inch between pile supported components. A lateral static capacity of 7.5 tons may be assumed for a 12 -inch diameter auger -cast pile penetrating at least 50 feet below the ground surface, assuming a rigid pile cap condition and an allowable deflection at the ground surface of 0.5 Inches. Higher lateral capacities would be achieved for greater deflections. For the rigid pile cap configuration, we would estimate that the point -of- fixity for a 12 -inch diameter auger -cast pile at this site would occur at a depth of roughly 12 feet. We have assumed that the pile spacing would .=;GRA Earth & Environmental Group Nelson Miller Architects 11 -9366 1 February 1994 Page 5 not be less than 8B, where B is pile diameter, and our pile capacities therefore do not incorporate a group reduction. A group effect reduction factor should be applied to the lateral capacity if the piles are spaced closer than about 8B, in the direction of the applied Toad. Pressure grouting typically results in a ground column diameter slightly greater than the nominal diameter of the drilled hole. With the soft, upper soils at this site, we anticipate that grout volumes may be on the order of 1.5 to 2 times the nominal volume of the drilled holes. The contractor should required to schedule the installation of the piles such that no piles are drilled within 10 feet of each other in a 24 -hour period. In order to provide an evaluation of auger -cast pile installation, we recommend that, the contractor be required to provide a pressure gauge in the grout line between the pump and the auger, as well as a means for determining the quantity of grout used per pile, such as a calibrated stroke - counter on the grout pump. We recommend that a representative from RZA AGRA observe the installation of all auger -cast piles In order to confirm that they are installed In conformance with the recommendations provided in this report. During construction, our representative would observe the contractor's operation, collect and interpret the installation data, and confirm that the required pile penetration depth has been achieved. CLOSURE The conclusions and recommendations contained in this report are based on the exploration accomplished for this study and our understanding of the proposed project. The location and depth of the exploration was completed within the site, schedule, budget, and proposal constraints so as to yield adequate information to formulate our recommendations. The integrity and performance of the foundations depends largely on proper site preparation and construction procedures. RZA AGRA is available to provide geotechnical engineering services throughout the design and construction phases of this project. If variations in the subsurface conditions are observed at that time, we would be available to provide additional geotechnical recommendations to the owner and contractor in order to minimize delays as construction progresses. ,AC RA Earth & Environmental Group Nelson Miller Architects 1 February 1994 11 -9366 Page 6 We appreciate this opportunity to be of service on this project. If you have any questions or need additional Information, please do not hesitate to contact our office. Respectfully submitted, RZA AGRA, Inc. Rolf B. Hyllseth Senior Staff Engineer Cc&/) Kurt D. Merrlm.,,, r ,41, 23:Z0 U.%) 4 , t • . G U ,. f ^;'r' : ) Associate ... / , 0N44,41.4— RBH /KDM /LAD I EXPIRES 11 / 2.07-1/ y Enclosures: Figure 1 - Site and Exploration Plan Boring Log B -1 cc: Ira Gross /I.L.G. EXISTING PARKING EXISTING CONCRETE SIDEWALK EXISTING SEAFIRST BANK EXISTING CONCRETE SIDEWALK B-1 LEGEND OUIL BORING NUMBER AND APPROXIMATE LOCATION 0 RZA -AGRA ENGINEERING & ENVIRONMENTAL SERVICES 11335 N.E. 122nd Way Suite 100 Kirkland, Washington 98034 -6918 W.O. 1109366 DESIGN RBH DRAWN DMW DATE JAN 1994 SCALE NOTED EXISTING PARKING r PROPOSED ADDITION FOR NEW VAULT B -1 20 40 SCALE IN FEET SOUTHCENTER BRANCH ADDITION 225 TUKWILA PARKWAY TUKWILA. WASHINGTON SITE & EXPLORATION PLAN FIGURE 1 Southcenter Seafirst PROJECT: Addition w.o. 17 -09366 -00 BORING NO. B -1 0 SOIL DESCRIPTION Approximate ground surface elevation: Unknown v) 1 y 1 STANDARDPENETRATION RESISTANCE Page 1 of 3 407 3 I 0 20 lows per 30�t 40 50TESTING 5 1,5' Asphalt surfaclr (Fill soils consisting of. Gravelly, silty SAND interlayered with clayey, sandy XI) - 10 - - 20 - 25 - 30 Loose, wet, blue -gray, silty, fine to medium SAND with trace fine gravel (RIl7) Medium dense, moist to wet, yellowish and greenish gray, silty, fine to medium SAND with trace grass /wood fragments and trace fine gravel lnterlayered with clayey, sandy SILT (F1I17) Soft to medium stiff, wet, gray -brown to brown - black, SILT and clayey SILT with some grass /wood fragments and fine rootlets With thin laminate of slightly fibrous PEAT Slightly fibrous PEAT Very soft to soft, wet to saturated, gray, clayey SILT with grass fragments and fine rootlets (continued) 5 -1 S-2 - S -3 S -4 --Y— AD S -5 S-6 - S -7 S -8 -, S -9 S -10 w 1 1 I LEGEND I2 -inch OD split -spoon sample Z Groundwater level AD after drilling 10 20 30 40 50 MOISTURE CONTENT 1 Plastic limit Natural liquid limit RZA AGRA, Inc Engineering & Environmental Services 11335 NE 122nd Way, Suite 100 Kirkland, Washington 98034-6918 Drilling started: 16 January 1994 Drilling completed: 16 January 1994 Logged by: RBH Southcenter Seafirst PROJECT: Addition SOIL DESCRIPTION Approximate ground surface elevation: Unknown - 30 W.O. 11-09366-00 BORING NO. B-1 STANDARDPENETRATION RESISTANCE Blows per foot 10 20 30 Page 2 of 3 oTESTING - 35 - p•■■•••■=1 - 40 - - 45 - - 50 - - 55 - Very loose, wet to saturated, gray, silty, fine SAND S-11 Very soft, wet to saturated, gray, clayey SILT with some fine to coarse sand and some fine gravel and troce seashells S-12 - 60 Medium dense, saturaled, blue-gray, silty, gravelly, fine to coarse SAND Medium dense to dense, saturated, gray, medium to coarse sandy GRAVEL with some silt (continued) S-13 ATD S-14 S-15 S-16 LEGEND I2-inch OD split-spoon sample Groundwater level Am at time of drilling 1 •1 10 20 30 40 50 MOISTURE CONTENT Plastic limit Natural Liquid limit IZZA AGRA., Inc Engineering & Environmental Services 11335 NE 122nd Way, Suite 100 Kirkland, Washington 98034•6918 Drilling stalled: 16 January 1994 Drilling completed: 16 January 1994 Logged by: RBH Southcenter Seafirst PROJECT: Addition W.O. 11-09366-00 BORING NO. B-7 ESOIL DESCRIPTION Approximate ground surface elevation: Unknown - 60 g STANDARDPENETRATION RESISTANCE Page 3 0 < A Mows per foot of 3 6 0 0 20 3C 40 5oTESTING - 65 - .11.1■11 - 70 - Medium dense to dense, saturated, gray, medium to coarse, sandy GRAVEL with some silt Medium dense, wet to saturated, silty, fine to medium SAND with some fine gravel and some deteriorating wood fragments Medium dense, saturated, gravelly, medium SAND with some slit mom - 75 - ■•■■•■••■■••■04 - 80 - - 85 - - 90 S-17 S-18 S-19 . • Boring terminated at approximately 71,5 feet Note: Groundwater encountered at 45 feet In depth, Water level rose to 15 ft. depth during drilling (within minutes), 1 LEGEND I2-inch OD split-spoon sample Groundwater level AtD at time of drilling 1C, 20 30 40 50 MOISTURE CONTENT Plastic limit Natural Liquid limit RZA AGRA, Inc Engineering & Environmental Services 11335 NE 122nd Way, Suite 100 Kirkland, Washington 98034.6918 Drilling sullied: 16 January 1994 Drilling completed: 16 January 1994 LoSSed by: RBH RZA AGRA, Inc. Engineering & Environmental Services 1 June 1994 RKO, Inc. 13670 Northeast 20th Street, Suite J Bellevue, Washington 98005 Attention: Mr. Michael Belka Subject: Construction Inspection Summary Letter Southcenter Seaflrst Branch Addition 225 Tukwila Parkway Tukwila, Washington Dear Mr. Belka: 11335 NE 122nd Way Suite 100 Kirkland, WA 98034 -6918 1206) 820 -4669 FAX (206) 821 -3914 11 -09366 -01 )70ffrOiD917 This letter summarizes inspections completed by RZA AGRA, Inc. relative to the recent improvements to the Southcenter Seaflrst Branch. Our involvement with the project has included a preliminary geotechnical report, dated 1 February 1994, and special inspection visits to the site during construction. During construction of the Southcenter Seaflrst Branch Improvements, we performed special Inspection of the following items: 1. Construction of six augercast foundation piles for the new vault, including verification of soil conditions in conformance with those assumed during foundation design, visual inspection of reinforcing steel for the plies, and sampling and testing of cement grout used to construct the piles. 2. Visual verification of subgrade preparation, visual inspection of reinforcing steel placement, and sampling and testing of the concrete for the slab floor of the new vault. In our opinion, the items noted above were completed in general accordance with project plans and specifications, and in general conformance with recommendations provided by us prior to and during construction. ' "'``= 1 F . 0 71994 GOw,f■/ UN+ i ''1'' AGRA Earth & Environmental Group. RKO, Inc.. 1 June 1994 11 -09366 -01 Page 2 We appreciate this opportunity to be. of continued service on this project. if you have any questions or need additional information, please do not hesitate to contact our office. Respectfully submitted, RZA AGRA, Inc. Bruce Guenzler Senior Staff Geologist Kurt D. Merriman, P.E. Associate BWG /KDM/lad EXPIRES 11 / 20 cc: City of Tukwila Building Inspector Date 2 / 9 / 94 Number of Pages ENCLOSURES AS NOTED TO: John Pierot City of Tukwila Department of Community Development Building Division 6300 Southcenter Blvd. Tukwila, WA 98188 NUMBER (2) EA (1)EA (1) (1) (1) (1) (1) FROM: RECEIVED FEB 1 01994 TUKWILA PUBLIC WORKS NELSON MILLER ASSOCIATES 5135 Ballard Avenue Northwest Seattle, Washington 98107 (206)782 -0688 FAX: (206) 781 -1911 PROJECT: RECEIVED CITY OF TUKWILA FEB 1 0 1994 PERMIT CENTER SEAFIRST BANK SOUTHCENTER BRANCH SATELLITE VAULT INSTALLATION ARCHITECTS PROJECT #9391 DESCRIPTION PLANS SPECIFICATION PERMIT CHECK #7158 ($468,00) STRUCTURAL CALCULATIONS SOILS REPORT LEGAL DESCRIPTION BUILDING PERMIT APPLICATION C o r t,.L--e ca &_+ N-2L 0Yl M i t `2V gyp. �- Fictai on5) < rUC Oral CO..1c -5 (or'IBCinal�� 0.0t So i r-QP0 1 i7 • City of Tukw ila, Washingto n d SilC2 ^ 562 -0578 General Contractor TELEPHONE NATURE OF BUSINESS LICENSEE AGREES TO COMPLY WITH ALL THE REQUIREMENTS OF CITY ORDI- NANCES AND STATE LAWS APPLICABLE TO THE BUSINESS ACTIVITY LICENSED HEREUNDER. RKO, Inc. 13620 NE 20TH ST #J BELLEVUE WA 98005 -4901 EXPIRATION DATE 12 -31 -94 DATE ISSUED 02/14/94 LICENSE NUMBER 94 -1658 FEE $50_QA SALES TAX CODE NO. 1729 (941.44.1— CITY CLERK. This license Is to be displayed conspicuously at the location of business and Is not transferable or assignable. 18611 {— DETACH TO DISPLAY CERTIFICATE —3 w. w.w . WWW\hWW WW W^ MINNINWAN WWW h4 W� DEPARTMENT OF LABOR AND,INDUSTRIES ,�: THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED 'AS PROVIDED BY LAW AS A • 'tl��; w��11-�� t 1 a yw�ai �J�1* i;.1 !�, i..'i yTy� l +,� n .r SC :11' r ''' ;.. `n' • . ic'• r �' [ vGt�x ♦ < tt' t.`,`, ', [, CONST.C'C(jN 1:4, • ? . 4f •1. 1 '..r'i% REol:I • TION NUMBER t .:',:.`4;'• • +` ■t•EXPIM INDMEj'J'�::4 W �I;VEDA E • Q,1 /tQb /89,t..;.:. ,j,•[v:`IT'.; ii�� i:' .f '. ': 4'. '' �r ?� 1. ,1. •!' t,. '. 1N.N.N. VVII W. W. N\ WW V\4bW STATE OF WASHINGTON i DETACH TO DISPLAY CERTIFICATE F625.052.00013.92) RECEIVED CITY OF TUKWILA MAR 2 3 1994 PMIT WINTER CONSTRUCTON NOTES 1. Contractor to provide conduit and wiring for electrical, alarms, telephone and camera cables. 2. Contractor to remove, shorten rir reinstall 2 draperies on south windows above vestibule $ mantrap to S' -1" aff. Contractor to remove, shorten $ reinstall 3 cf °a cries on at windows above mantrap, vault $ shipment room to 11' -4" arr. 3. Contractor to revlde minibilnds For all windows in workroom to be installeo below S' -0" level. 4. Existing carpet to be patched by contractor with carpet supplied by owner. Shampoo carpet upon project completion. 5. Contractor to paint all walls damaged by work to match existing paint color. 6. Hardware on cabinets: Provide 3" white wire palls for each cabinet door. 7. Hinges to be tamperproof. a Paint A New surfaces. 1 coat primer, 2 coats latex eggehet! enamel. E3. Existing surfaces. 2 coats latex eggshell enamel. 9. Colour schedule: to be provided by architect r;5}7C.IN.s iS'ry' +Vi 'a'Y r.latiirr,`", - -t• kilk`, ^..��. .+. /..;Ord �.r,. :rwvq / 's ° *.Y- .i•r -YU-. :.+s.T :�r*.C..b l: /r'Ji : ire... ... r: rrsr ,��.. ..,, .s. ., .r GENERAL. NOTES I. GENERAL A. The contractor shall be governed by all conditions in the construction drawings and specifications. Es. The contractor shall be responsible for safety in the area of work in strict accordance with all applicable safety codes. C. The contractor shall indemnify and hold the architect harmless for injury or death to persons or for damage to property caused by the negligence. igenc of the contractor, his agents, employees or subcontractors. D. Each contractor is responsible for any damage to adjacent work and is responsible For the repair or said damages at his own expense. E. Each contractor is responsible for Following the existing s e.cirications and requirements ae set by the developer / owner. F. Contractor shall acknowledge that the construction will be conducted during normal banking buisnese hours. Contractor will co- ordinate with the bank manager to minimize disruption of normal bulsness. G. Structural, plumbing, mechanical, electrical and fire protection drawings ai.e suplementaryy to these drawings. The contractor shall co- ordinate the work with each consultant and shall notif the architect of all discrepancies with a written request ror c1ar(ficat1on. i•-i. Asbestos: It is the contractor's responsibilityyF to insure an aebestoe inspection has been completed and forms submitted to the governing agency prior to commencement of work of any kind. 2. CODES All work shall conform to the applicable building ordinances. In case or any conflict where the methods or standards of installation oF the materials specified do not equal or exceed the requirements or the Taws or ordinances, the laws or ordinances shall govern. Notify the architect of all conflicts. 3. DIMENSIONS A. AEI information shown on the drawings relative to existing conditions is given as the best present knowledge but without guarantee of accuracy. Contractor shall field verify existing conditions and dimensions and shall notify the architect of arty discrepenciee or conditions adversely affecting the design prior to proceeding with the item of work affected. E3. Dimensions of the plans are typically to the centerline of' columns, the finished face of existing partitions, or the stud Face of new construction. C. Door and cased openings without location dimensions are to be six inches from the face of the adjacent partitions. D. Locate walls that are not dimensioned, flush and square with the existing structure or on the centerline of a window mullion or column, as shown. 4. DO NOT SCALE DRAWINGS A. The contractor shall use dimensions shown on the drawings and actual field measurements. Notify the architect IF any c!iscrepencies are found. 5. AE35REVIATiONS A. Throughout the drawings are abbreviations which are in common use. The architect will define the intent or any abbreviation that is in question. 6. CO- ORDINATION A. The general contractor shall be responsible For the verification and c-? -or dinatio 1 'of hIe work- c.-,r all trades QU assure compliance with the drawings and specifications. • 7. GENERAL CONSTRUCTION A. The contractor shall investigate and verify locations or structural, mechanical and electrical elements and other existin conditions prior to drilling or cutting of' &labs or structural members. Notify the architect or any conflicts prior to beginnin work 5. The contractor shall be responsible for providing all wall blockin as required For all wall and ceiling mounted items. Co- ordinate with the architect / tenant the location of wall mounted items which are not in contract. C. All construction shal! be stabilized a ainst lateral movement in accordance with the requirements of the latest ado; pted edition of the U 3C in the local jurisdiction. D. offset studs where required so the finished wall surfaces will be flush. E. Provide galvanic insulation between dissimilar metals. F. General contractor shall protect from damage those portions or the building not in contract; ,allow no leaks in existing structure; control smoke stroke and dust to protect areas of building not In contract. G. Contractor shall provide adequate shoring during demolition to support remaining construction and any live loads required. H. General contractor shall submit with reasonable promptness and in orderly secjuence 60 as to cause no delay .in the work, all shop drawings and samples required by the contract documents. Contractor will inform the architect In writing at the time of submittal of any and all deviations from the drawing or written specification and obtain approval from the architect before proceeding with the work. L Unless otherwise noted, the contractor shall obtain approval from the architect ror location of all electrical outlets, telephone outlets, thermostats and electrical switches, not noted on the draw(nge or specifications. J. Dimensions to , and of' electrical and telephone outlets indicates a maximum of six inches From centerline of electrical outlets to centerline of telephone outlets unless otherwise noted. K. 5/6 indicates 'building standard' as provided by landlord, drawn and /or pecified in building contract documents or building manual. L. binet maker to provide shop drawings to architect for review and approval, for all casework that is not buildingg- standard. M. There shall be no ex oe d pipe, conduit ducts, vents etc. All such lines shall be concealed or furred and Finished, unless noted as exposed construction on the drawings. r i �' ih°?; f' Ymlrtlr' r+ �NfiY�fi�� .�- .rfj.�rlrRrt'}xY'FS'ii '. •., P"nts :A+.�cfF2+'.; Ziol /!r..r �.bruh ;!�tiv�_+�efa.,na S. ELECTRICALlTELEPHONE. NOTES A. The electrical contractor shall be responsible to maintain compliance with a l l state and local ccides and obtain all necessary ermits. Es. All deviation from dimensioned locations must be approved by the architect. C. The electrical shall verify the location of each core drill with the existing structure, piping, conduit etc. and shall notify the architect or any, conflicts or obstructions. All core drill relocations hall provided by the space planner. D. Any discrepencies between existing conditions and contract documents. should be called to the attention of the architect. E. Electrical /telephone outlet& will be mounted vertically at +12" unless otherwise noted. All wall mounted receptacles located in casework are to be mounted horizontally. F. Special heights are. noted adjacent to the electrical devices. REVISIONS NO CHANGES SHALL BE MADE TO THE SCDVE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA (BUILDING DIVISION, NO r t mom m WILL REQUIRE A NEVi LAN SUBMITTAL AND MAY INCLUDE ADDMONAL PIAN REVIEW FEE$. CITY OF TUKWItA APPROVED MAR g 1994 ,,.. i Uli.tllNt3 if �ISiC+I�i SEPARATE PERMIT REQUIRED FOR: MECHANICAL L ELECTF I+CAL 0 PLUMBINCI D GAS PIPING CITE _ i;' ""'.r'.'IN'ILA BUILDING DIVISION FILE COPY 1 understand that the Plan Check subject to errors and omissions and of plans does not authorize the violation of airy adopted code or ifat of contractor`s copy of BY Date 7 - irtatid. QJ Montt No Lt oo DOOR sc -4EIUL . Q w c DOOR FLAME a LT st al i i ll ffl > as l-- Z 0 i- a u- _ a��1 eiMCH--H F_ x ll REMARKS Olt 36 "x30" * * 1 3/4' * * * * * elec. controlled door € Frame pprovided 1£ installed by Allied Safe r Vault. Provide. 24 "* 36" bullet resist. window. 02 36 "x80" * * 1 3/4' ' * * * * 4 elec. controlled door $ Frame provided nit installed by Allied Safe d vault. Provide 24', 36" bullet resist, window. 03 36''x84" flush hullo mtl 1 3/4 paint * hm paint at prov.4 inst. Detex omens, exit alarm device - key cylinder to match exist. bank system. provide peephole 04 36 "x84" flush hallo mtl 13/4" paint schlage paint single o ' 1�ck' x a . w ass spring ndow.loa provide e latchset w/ thumbturn on hbidincc�i rm side. Ke Iockset $ iatch.et e.•arat"el 05 36 "x84" flush hallo mti 1 3/4" paint schlage hm paint provide keyed lock provide peephole Note: Allied Safe $ Vault Company will supply the electronically controlled doors, the transaction window $ the bulletproof view window into the mantrap. Allied will be a subcontractor to the general contractor, and the cost of these items will be included in the base bid price. ROOM FINISW SCI 1EDUL E NUM5ER ROOM a LT st al i i ll ffl > WALLS Z 0 iU z i:- FL.00R MATERIAL FINI; 1-- z to t- a1 1- 3 101 vESTI13UL_E resit. new g.w.b. a int new g.w.b. a int new g.w.b. a Int IlaW g.w.b. . a int new g.wb. • a int 2 102 MAN TRAP new vinyl res i I. ew g.w.b. #dint new g.w.b. paint news g.w.o. paint- new g.w.b. 'Paint new g.w.b. 'Paint 2 103 WORK ROOM ex. new carpet vin I resit. ex. new g.w.b. .a int ex g.w.b. «a int 63X. new g.w.b. a int, ex. new g.w.b. paint exist. i,4 104 SHIPMENT new vinyl resit. exis . ` w.b. int new g.w.b. pint new w.b. p paint new g.w.b. paint new g.w.b. int new g.w.b. .aint exis . g.w.b. •a int n ew g.w.b. .paint new g.w.b. aint 105/ 105A ,VAULT /1- 101._.DING new vinyl resit. Imo LOk36Y exist. reed. j exist. 1/7g.w6-c-T b i Ea int exist. exist. exist. 1 ALL MATERIALS NEW UNLESS OTHERWISE. NOTED. SEE ADDT. NOTES ON REFLECTW CEILING PLAN, SHEET A8. NO WORK TO 5E DONE IN MEZZANINE UNLESS OTHERWISE NOTED. 1. Remove existing carpet In Former lobby area t install new carpet. Shampoo existing carpet. 2. Remove existing carpet. Install new sheet vinyl 3. Relocate Seafirst sign as directed by bank 4. Remove existing carpet west of storefront glazing (to be demolished). Install new vinyl. iC�Ntl-T� .G_ sryr �n •i fY>O!.! .n, :+'t+c•I�i! Y.4 4J ^. »'aw......w�.w...s m.. .r., .,c .. ..../u .fir wxnwu.aw... S /nYV..YV•!.u'YrN'si.' %e• :�x.!..JY•..�r• I( III( I( I( I( I( I( I( I( 1( 1( I( I( II II I IIIIIIII11111111,�1.11.11(I1111 1 :C1I11111III ra1111I11(I 1 ill 11111il1i1111II11111111111I1� Ir��4i11 0 Hums*" 1 2 /3 4 5 I 6 7 8 VOTE: If the micro filmed document is lees clear than this notice, it is due to tits quality of the Qrig1na.l document. oc 6Z 8G 12 9Z SZ hZ ' C3 ?Z :z 0? 61. et Ll 91 yl ht Ct Z' it OL !! pp II r (!It111111I1�1111111 ItlII1111i111111it11li1111I1t�i1111ilIIIIii11N •r.JlllLill ,411lllil 0(, , ,!.11llltJl!III41 ,1,Wi 1 fWIIIIIiI4dI II till lulls,I66llill61111r / r ti.14 0111111111 !11111111111111111t11(1f 1(111111 1 9 i 10 11 MADE N GERMNff 12 • s 9 s ei z L POI U Ililll 11111111 .I 1i11Ii1111I111i1III111111111t11 1111l 11111111Ii,I11111111(111111111j I ECEIVED CITY OF TUKWILA FEB 1 0 1994 MtT 'cenTER aotiffwv4.s aft NELSON MILLER ASSOCIATES ARCHIThCT';RY,, • PLANNING • INTERIOR DESIGN 5135 Ballard Avenue WW Seattle, Washington 98107 (208 }782 -068a FAX(206)781- -1911 4006 ARCHITECT.L NELSON T. MiLLER STATE OF WASHINGTON( IIIIIIIINMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III= r Winn am Illailialliillin 1111111111111 MN MOM ii MAN aili innimiligniliii mum NM Mall MR MION ali now um. 11111111•111111111111111111111111111111111111111111110111M illimillmlmiiiiiiummumm IMall MI ira IREVISIONS NAM 161401611761E8 PIN/OWN BAK oetwalmSaaryisStlIt DAT 12/8/1994 • � T.M. WAWA 1/ " ,.. 0" ......_. = 1 ^ 'ice. T. M. MINCT 1171.Es SEAFIRST MINIVAULT CONVERSION SOUTHCENTER BRANCH 225 TUKWILA PKWY TUKNILA, WA. 9818e *MST mIS8 COVER SHEET HO. ARCH. PROJ. # 9391 SF-PROJECT # 306401 11 0 La 0 LU z f-- (j) 0 0 TUKN I L A FfKIAIY EXISTING SEAFIFRST BANK t3LIIL.DING A2/ N2,-\ 51' -2" 64' -1®" ra- Q 526.42' SOUT!4CENTER ACCESS ROOF OVERHANG — DOWNSPOUT REMODELLED AREA //... // ,.,/////// / / /. /. // //rr /.r .// r/ /.. .. rr ' /rej- rrr//////P / ///r/r // rr//rr.r/ /r,r /.rrr r /rrrr /rr rrrr/r / / / / / /1 . rrrr /r NEN VAULT r TYP. NOTES EXIST. 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I.:1I i I' 111111' 111111111'11111 9 10 11 'RACE iN 6ERWAt2Y 12 4 06 6Z 8 LIIZ 9Z G bZ ez Z(Z iIZ OZ 66 et (IIIIIl111I111111i1(fll!! 111111 lllli!Illill!liillllll11i ►1! ill }i`�ll I!IIiIIJ�lllll�!Illi i 10 1411:440.1111111 e Lt 9t 5l pit et Zl tt Q G 6 8 L 9 S V E Z t vow 0 .4,M1 11111111t,U41 111111 ;III 1!( 111111 ;III1111111lllili11111111111 jl1Jiilllii 111{61111+.fIii1111 lilt 1111i1111i11111I11! 11111! IIIIIi1111IIi111111111111111111 N ANIDOVER PAR< WEST CITY OF TUKWILA APPROVED MAR 7 I 94 BUILDING DIVISION IiCEIVED orTY OF TUKWILA FEB 1 0 1994 PERMIT DER Nor€sirvaLs NELSON MILLET ASSOCIATES ARCHITECTURE • PLANNING • INTERIOR DESIGN 5135 Ballard Avenue NW Seattle, Washington 98107 (208)782-0888 FAX(208)781 -1911 MEM ul "I .1 -MA 4006 REGISTERED RCHITEC l NELSON T. MILLER I STATE OF WASHIN(T0N MrINIONVIZ011 REVISIONS DANK PROPERTIES DRAVNii BAK DATE! 2/8/1994 CfrECKEDI NMA APPROVED NMA SCOLD 1"= 20' PROJECT TITLEs SEAFIRST MINIVAULT CONVERSION SOUTHCENTER BRANCH 225 TUKWILA PARKWAY TUKWILA, WA 98188 SKET UT* SITE PLAN MATT NO. ARCH. PROJ. # 9391 SF—PROJECT # 306401 SWUM A2 t s rego 11 128' -10" 128' -O" 16 EQ. SPACES 0 1 -0" EA C —•4 \ ' • \ (' ...__..1 ro,,,, _ez, cosf ...._..._ j MAIN FLOCIR ALAN SCALE: I/8" 1' -0" 5ASEME.NT FLAN °°'1 SCALE: I /6" NO WORK TWIw A;EA. PA SCUPPER $ DNSPOUT — NEW FARTITION WALL --- TOP OF WALL 0 a` -7" OPEN TO SELOW ROOF 4 PARADE T SEE ENLARGED PLAN SWEET A4. SLOPE TO DRAIN MODIFY C- ILAZINGs ABOVE NEW VAULT ROOF EXTENSION, TYP. 3. NEW PARTITION WALL, TOP OF WALL 0 $1 -7” -TOP OF NEW CEILING OVER VESTIBULE d MANTRAP. EDGE OF CEILING, HOLD FRAMING 6" FROM INSIDE FACE OF WALL NEW PARTITION WALL 1STIN HALF HEIGHT TITI 5, NO CELL NG- ! VER SPATS tegrarrei OWOR' 15f"I feeitrel 0 WORK tk(f5 RM EXIS . FULL. HT. PART( N WALL. RE OCA E- ,�4 EXIST. S 1 =IRST SIG AS IRECTED 1511' BANK TPP OF NEW 'CEILING FINISH EDGRE. � WV/�WDRTRIM j TO MATCH EXIST. EX STING HALF HI~ IGWT ART' ION WALL REMOVE •-W OD -TRIM -t -EXT1 t"3 HALL TO I' TCW ,HT. OF TOP ADJ. NEW 1, ALL. frEINSTALL ,r) TRIM. EXISTING HALF EIGHT PARTION W , E . ND WT. R NE. CE.IL LNG = -3 !/2" NO FC# -I. 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H1111l'! lII Ij I IIlii111111111 11111j 1!111111llllll11i111 CITY OF TUKWILA APPROVED MAR 7 A 94 r f li BUILDING DIVISION RECVED CITY OF TUKWILA FEB 10 i934 POIMIT CUTER ?WES/APPROVALS NELSON MILLER ASSOCIATES ARCHITECTURE • PLANNING • INTERIOR DESIGN 6135 Ballard Avenue N11 Seattle, Washington 98107 (2043)782 -0888 FAY(208)781 -1911 4006 REGISTERED ARCHITECT NELSON T. MILLER STATE OF WASHINGTON REV ISIO MS PROPERT I ES MR DIVISION DRAWN : BAK CHECKED : NM A SCALE :1 /8f, =1, -0" DATE : 2/8/1994 APR W: NMA PROJECT TITLE : SEAFIRST MIN(VAULT CONVERSION SOUTHCENTER BRANCH 225 TUKWILA PARKWAY TUKWILA, WA 98188 SHEET TITLE: FLOOR PLANS PROJECT ND . ARCH. PROJ. # 9391 SF-PROJECT # 306401 SHEET sue. A3 NOTES 1. OVERWANG OF EXISTING MEZZANINE ABOvE.13TM OF MEZZ AT EDGE a a'-1 ". STM OF CEILING UNDER MEZZ. a 8' -31.. 1. NEW WALL, 3 V2" 4fl STUD a 16" OG, W/ 5/8" aUf3 EA SIDE. 2,6 CEILING FRA*1II4 0 T-1 V2 ". EXTEND WALL TO 8' -1" TO ALIGN W/ BIM OF MEZZANINE. 3. NEW WALL, 3 V2" i1TL STUD * 16" OC. W15/8" GIA3 EA SIDE. NO CEILING iN SHIPPING ROOM. TOP OF WALL A 8' -1 ". 4. EVE EXISTING GLAZING BELOW 11' -4" AM_ !NEILL OWNING BELOW LEVEL OF VAULT ROOF EXTENSION. SEE DTL 2/A4. MODIFY GLAZING ABOVE VAULT ROOE EXTENSION . SEE SECTION 2 /A0. 5. NEW CLOSURE WALL, 3 I/2" MTL STUD !Uf 1/2" PLYWD. 2" DRYViT ON EXTERIOR FACE. 6. 2" DRYVIT FINISH 014 NEW CAST CONCRETE VAULT. 1. INSTALL DOUBLE STRENGTH AR11OURCOAT (1 MIL, ON INSIDE) ON EXISTING WINDOWS BELOW HORIZ. MULLION. CONTACT Al 11OU1e 'OAT (216) 515 -4111. 8. WIRE MESH PARTITION 4 GATE PROVIDED 4 INSTALLED BY ALLIED SAFE CO. g. r EMOVE EXISTING SEAFiRST SIGN 4 RELOCATE AS DIRECTED BY BANK. 10. DEMOLISH EXISTING RADIATOR SEE MECHANICAL BIDDER DESIGN SPECIFICATIONS. C. DEMOLISH EXISTING 5TOREFRoNT SYSTE1'1 4 GLAZII••1G. SAWCUT EXISTING CONCRETE WALL AT FLOOR LEVEL. INFILL OPENING TO 8' -0" W/ NEW WALL, 2 1/2' MTL STUD 16" O.G. W/ 5/8" GWB INTERIOR FACE 4 DRYVIT ON 1" FOAM PANEL ON EXTERIOR FACE. SEE DTL 2/44. INSTALL NEW GLAZING ABOVE 8' -0". 12. I/2" STEEL PLATE N WALL. SEE E)TL. 8/41. 13. DEMOLISH EXISTING GLASS 4 METAL STOREFRONT PARTITION. 14. NEW WALL, 3 1/2" MTL STUD 016" O.C. W/ 5/$" GUS EA SIDE. 2,6 CEILING FRAMNG AT 1' -1 I/2 ". 15. REMOvE DOORS TO EXISTING CLOSET- 1 . WIDEN COLUMN FOR .- SUPPORT OF rEW HEADER ABOVE NEW OPENING N EXISTING WALL. 11. NEW WALL, 3 V2" MIL STUD I6" OL. W/ 5/8" GI143 EA SIDE. FRAME ?,6 CEILING HT. TO MATCH ADJACENT MEZZNNE CEILING (APPROX. 8' -3 "). 1a. DEMOLISH EXISTING WALL 4 CLOSET. 13. CUT OPENING N EXISTING NON- LOADBEARNG PARTITION GALL. INSTALL (2) 2,12 READER ASOvE OPENING. B1t1 Or HEADER 8' -3 'IFS" (VERIFY) 20. PORTION O EXISTING WALL TO REMAN. INSTALL (2) 2'4 STUD FOR END OF NEW HEADER 21 REMOVE WOOD TRIM AT TOP OF WALL AND EXTEND WALL TO MATCW HEIGHT OF ADJACENT NEW WALL. 22. REMOVE EXISTING DOOR 4 GLAZING AND NFILL BELOW HORIZONTAL MULLION. TWILL SIMILAR TO DTL. 2/A4 W/ 2 WI STUD. 23. DEMOLISH EXISTiNGG CEIL NC, 4 FRAME NEW ® 8' -3" (VERIFY). 24. WALL GUARD. SEE DTL 5/A1. 25. 5/8" GLIB ON 1 V2" PURRING. 26. REMOVE EXISTING CARPET TO EAST OF DEMOLISHED PARTITION. SEE ROOM FINISH ."SQ4EDULE 5I.4EET AI. 21. REINFORCE END OF WALL LU/ (2) 2,4 STUD FOR END OF NEW HEADER 28 REMOVE EXISTNG GLAZING BELOW HOR1T_. MULLION. iNEILL. PER DTL 2 /M. l' -0" 3 4' -0 1/2" 3/4" 1' -0" , 1 1/2 11 5/8" 4' -1 3/4" NOTES/APPROVALS 1 20E6" 18'-6" 4, -6" NELSON MILLER ASSOCIATES DOWN OU ARCHITECTURE • PLA.NN?NG • INTERIOR DESIGN 5135 Ballard Avenue NW Seattle, Washington 08107 (206)782 -0688 FAX(208)781-1911 4005 REGISTERED D .� ARCHITEC ., '.r CURRENCY t CON L0( KERS 1' -I 1/2" g' -1" 4' -10" L 0 U 3/&" MANTRAP NO WOG THIS RIM �A5 INT 1RCS NC) NO THIS RM. 13 EDGE of CARPET 26 l.lr LED C1 RANSACTIoN �l �.INDOW STfULE 13 'TIT'. b W NO ORK TI-4I5 RM. MANAC E.R 8' 1 i 1' -!l I /8" VERIFY f P NTIt R'. COUNTE, SEE. DTL6 81-11- A7 1 - REVISIONS I LAY { L 1-- CITY OF TUK'WILA APPROVED SANK PROPERTIES DIVISION BAK DATE 2/8/1994 1. VAULT DOOR PROVIDED 4 1NSTALLED E3Y OWNER GEN. CONTR. WILL COORDINATE w.a W/ VAULT DOOR SEE ;MOP DRAWiNGS FOR ADDITIONAL MASONRY 2. EDGE OF VAULT FLOOR. VAULT FLOOR TO BE INST 3. EXISTING CONCRETE PILASTER. 4. DEMOLISH EXISTING CCSNC'RETE FN a P1LAS R- TO Il' -4" AF F. 5. INSTALL in' GLOB GLUED TO FACE OF r TE AFTER VAULT DOOR INSTALLED. 6. INTERIOR WALL. FIN15H.1 1/2" STUD W/ GlUB. �. Y GATE, PROVIDED 4 NST+ .. BY LEPE8l1RE CORP. 8.8 , r ry TO FACE alp GRADE BEAM, EXPEND VAULT SLAB TO I" FROM FACE OF GRADE BEAM. INSTALL I" RIGID N ULATION BETWEEN VAULT SLAB 4 GRADE BEAM. S. 2" GRYVIT ON FACE OF CONCRETE VAULT. 10. REt1OVE EXISTING GLAZING TO 11' -4" 4 WALL (WILL WALL. 3 V2' MTL STUD LW BATT Nall., W/ /8' nue 014 INTERIOR FACE. PPLiER E NG REQ. LED i" ABOVE EXIST, BANK FLOOR. �--� V AULT OAF INFILL WALP. 1 E.: 3/4" 11-0" MOMOI l n e e eezme iors ,., ., II. REMOVE EXISTING GLA2iN5 TO 11'-4' 4 INSTALL INFFILL WALL. 2 1/ 2'' MTL STUD BAIT NSUL, W/ 5/8" GWB ow iNTERIOR FACE, I/2" PLYU D W/ 1' DRYVIT ON EXTERIOR FACE. NOTE THAT FACE OF DRYVIT WILL BE RECESSED V4" BEWIND FACE OF EXIST. CONC. WALL. 12. REMOVE EXISTING GLAZING BELOW HORIZONTAL MULLION. iNFILL PER NOTE 11. 13. 3 1/2" MTL &T'JD WALL W/ 2" DYVIT ON i/2'' PLYWD. PROvIDE 1" JOINT AT FACE OF GRADE BEAM W/ I" RIGID Nsut..ATIoN 4 CAULK. 14. 6AWCUT SIDEWALK AT SIDE OF ExIST1NG !RETAINING WALL. PATCH SIDEWALK TO VAULT FACE. 15. !INSTAL; 1" INSULATION BETWEEN VAULT WALLS 4 ALL EXISTING CONSTRUCTION. • BUIL DIViSION APPROVED: N M A PROJECT TITLE SEAFIRST MIN1VAULT CONVERSION SOUTHCENTER BRANCH 225 TUKWILA PARKWAY TUKW I LA , WA 98188 • T •fa SHEET TITLE: CASI4 MACWINES NQ WORK 1NI5 RM. CRY o ''t KW /LA FEB i; 094 PERMIT CENTER ENLARGED FLOOR PLANS V AN FLOOR FLAN P. 3 11111`;III1III1l11111111 11111 III !III!11111I11IItJ1II 0 i THS INCH 1 fat3 .'i. es fA., S+ ..4 d� ,r� `s`✓/�II���� y_�� .f i•'. s,� :/n ^� .i:.r .i ;i .+ -:'•3 `i: • :.' -l-.c. . ,,.:; ti.. ��,. ;�'r5'r- 31884�Yie(Yil.�t wi /.L`;%�',(.' .,' •r, .v' a :(wlt :! ?- o '%l ,-e'7 - r ?..a -%+' II1(J4- t.1:1rJ �l 11 WI 11111111 Itri.f II11.;!111111.1111llllfi11111 '1)} 14.11, 4 5 6 7 8 NOT: If the microfilmed document is less clear than this (-notice, notice„ it is day, to the quality of the (riginal document. 1 • OE 6Z se 12 9Z 5Z 'iZ ' £Z ZZ l.' OZ 61. 91, Ll 91. 5l hl £l Zl LL 01, 6 9 ,G , 9 s £ )III! )III (!lillllll!liLlii) !Ilil!III !il ►Illlli!!Ii !! 11►Ii {f�l �IllLIIiuUl1l�llil !ldl�Ill1�J�lilll 11►illll� LIB 111 1 lJ I li!I {111! !' !�li { II! I I Il!! {1!iI llllli!! lIIIiII!itli {lIl!il�illl�lll )illllllL'II Iilll Pill: ►Ili )IIIlilli Iliilllll IIiIiIlL! 4111111111 111111111111111111) lllj1I111111 9 10 11 MADE INGERNANT 12 • ?Iw 0 IIIIII111111IIIi1!II PROJECT NO. ARCH. PROJ. # 9391 SF- PROJECT # 306401 ALLIED --4 , 3/8" VIEW WINDOW — G14113, TYP. b ALLIED VIE.;, WINDOW SEE MANTRA' ELEV. CE !LING STRUCTURE �TI': 1 BEYOND r WALL GUARD WALL HUNG P. LAM. COUNTER W/ 5" t3ACK3PLASI -1 !RESILIENT ASE, TYP. (MANTfAPELEv. SGALE� I /d' • I' -0•• - ._EXIST. WALL PAINT -- 2' -6" VER. 6'-111/4" VI rF:li=Y ALLIED TRANSACTION WINDOW EXISTING BEAM WALL HUNG P.LAM. COUNTER W/ S1 -Ik.LF BELOW. W/ 5" BACKSPLASI-1 WORKROOM ELEV. MEZZAININE -- -- CONTINUOUS COUNTER W/ ' OPEN SI-IELF UNITS UNDER' ADJUSTABLE SHELVES. 5" BACKSPLASH. n_Pj:_iiPt.1 EN7 M ELEV. N.:7:v SCALE: 1/4" 2 11*Zig 1/2" PLATE �T�E 41-01 WIDE. CENTERED IN WALL BELOW WINDOW RESIL. BASE SI4IPMEMT M ELEV. SCALE: 1/4" a 1' -0" DEMOLISH EXISTING STOREFRONT STRUCTURE 8 GLAZING. SAWCUT CONCRETE INFILL r ANEL BELOW 'PLACE W/ !NFILL PER DTL 2/A4. 14/ NEW DOOM CENTERED IN OPENING. INSTALL NEW GLAZING ABOVE INFILL 1 ALL. TOP OF 'ARAPE T FRAMING NEW VAULT ADDITION DRYVIT EXTERIOR NEW INFILL PANEL PER DTL. 2/A4 DRYVIT EXTE. RIOR SHORTEN EXIST. RAIL TOP OF SID>WALK 8 RELOCATE POST T r i -t — L— I~ r II ., `T r LT r ii• r i �' LTV T�' I ; ` 14 t.d I iJ I 4 t�\ L� L:; SOUTH EL VATION SCALE: 1 /S" a 11-0" 11 i ---t ♦ NEW AUGER ED PILES SEE STRUCTURAL EXIST. RETAINING WAL,. 1 Lri EXIST. PILES STAIR SiUPFORT ---. - 2' -5 I /8" NOTCH AS NEC. UNDERSIDE OF STAIR BEYOND FACE OF WALL --\ --- CONTINUOUS COUNTER W/ OPEN SHELF UNITS UNDER ADJUSTABLE. SHELVES. 4' -8 1/8" MEZZANINE ---- --- -1 DEMO EX. STOREFRONT °- PATCH * PAINT �� 1 31- EXIST.PWAINT -- NH TOP OF NEW WALL, NOTE: NO CEILING* IN ROOM BEYOND ' -011 5. -6II x_O, 1..0 0 WORKROOM ELEV. SCALE: 1/4" a 11„0u WORKROOM ELEV. SCALE: 1/4" a 11 -0i! MODIFY EXIST. GLAZING, TYP. G143 ON FRAMED BEAM —CONCRETE VAULT, PAINT VAULT DOOR MASONRY OPENING VERIFY W/ DOOR SUPPLIER WORKROOM ELEV. SCALE.: 1/4" a 1' -0" 61) ,- -�— Ali r— II .1 If lilt u Lc; U ULJ BAST LVATIOM SCALE.: 1 /8" a 11 „0" d�.y '. ry31`•st �:fiy.. ....:u1a' ice: +.>'^r i GWB ON INFILL PANEL TYP. CEILING FRAMING OVER MANT1@AP VESTIBULE, HOLD 6" FROM FACE OF EXTERIOR WALL INFILL GAZED OPENING BELOW HORIZ. MULLION WALL GUARD, SEE DTL. 51A7 IRE-MOVE EXIST. RADIATORS, PATCH $ PAINT, TYP. MODIFY EXISTING GLAZING ,ABOVE INFILL WALL CONTROL JOINTS, 2" HOR(Z. $1" VERTICAL, TYP. DEMOLISH EXISTING DOOR +S STOREFRONT GLAZING. INSTALL NEW INFILL WALL_ PER DTL. E /A6. TOP OF SIDEWALK lf�flf�f�f; 1111l11�Ill�I+ I�III�fil�lil� {�lilll�'�'�fI1�1��{.�.# 1'r `�ll�tlf +'f(.fy `�I�f.�j�li':`j� ;, ,lf ;�fll�l.`f�lll�1� IT! I I I 8 O ie THS INCH 1 2 1V/f3 !.I 5 G / : NOTE: it the mi. rofiloeed document is leas clear than this I i notice, it is due to the quality of the original document. 0€ 6Z 8C 12 9Z SZ iii CZ EE LE 03 6L 8L GL 1111 llll 111111i1IIIIIII11 IIIIIIIIIIIIIIIIIi111111 illiilllllN (40ILIia)141ilfl'l /.0141111•1.141thiti61Jl cif) CsWB VIEW WINDOW BY CONTRACTOR RESIL. BASE - CONTINUOUS COUNTER W/ OPEN SHELF UNITS UNDER ADJUSTABLE SHELVES. 5" BACKSPLASH. err it t.4 NEST ELEVATION crry OF TW(WPi.A APPROVED MAR �< :....1. BUILD t4 DIVISION 4 SCALE: VW a 1 - " 9 10 11 MAN 111 OE MANY 12. 9L SL hl f:L Fit LIL (11 fi 8 !. I 9 5 1.1 ZIIL WW () 1,lillfllllilid!j 111, dia h..lil�I111111i 111ll i.111;11111►1 111110, 1 li'I 11 1 11I,11111111i11111�1!111111lil 11!lll111111llid1illllilll 111 RECEIVED CITY OF TUKWILA FEB 1 0 094 PERMIT CENTER NELSON MILLER ASSOCIATES ARCHITECTURE • PLANNING • INTERIOR DESIGN 5135 Ballard Avenue NW Seattle, Washington 98107 (206)782 -0688 FA1C(206)781 -1911 40;16 REGISTf:f;(Ef AUC II,.�CL NELSON T. MILER TATE OF WASHINGTON 1111 MIN 111.111111.=1111 aull=11111 Milk mom ion 11111 111111 aimiumaniiimommoitam 11111111 11111 MIMI ION nem in MN REVISIONS ROT CA x2/8/1994 APPROVON.T.M, SCAS21/4" -- 1.-0" t MS* SEAFIRST MINIVAULT CONVERSION SOUTHCENTER BRANCH 225 TUKWILA PARKWAY TUKWILA, W.A. 9al8s swat "ronso INTERIOR & EXTERIOR ELEVATIONS ARCH. PROJ. # 9391 SF- PROJECT # 305401 1 S W/ 7/8" X1' INFILL EXT. 1/2' AOVE STUD W/ 5/6" GWB ON INTERIOR FACE .s W/ BATT INSULATION 1" RIGID INSULATION t"'•, neFN CONC. $ EXTERIOR WALL TYPICAL ALL LOCATIONS MANTRAP FRAMED OUT "BEAM" TO CARRY GLAZING ABOVE 11' -4" TO EX. FN. FL S. 1" CONTIROL JOINT- - BETWEEN NEW VAULT $ BLDG FACE 1/2" GWf3 GLUED TO FACE OF CONC. AFTER DOOR INSTALLATION VERIFY REQUIRED BLOCK-OUTS W/ VAULT DOOR INSTALLATION 6140P DRAWINGS VAULT DOOR ROUGH OPENINGS SEE VAULT INSTALLATION SHOP DRAWINGS FOR ADDT. B1_OCKQUTS VAULT FLOOR POUND 1" I- IIGHER THAN EXISTING FINISHED FLOOR SLAB TO ALLOW FOB.' INSTALLATION OF VAULT DOOR GIROUT FULL AFTER DOOR INSTALL. $ SLOPE TO FLOOR LEVEL. INSTALL VINYL FLOORING. EXIST. 7" THK CONC. FLOOR SLAB IL X ON DJ 4 0 i— MODIFY I NEW OPENING MILy� FLASHING FIXED TO ST CTU �iOVEiR NEWAROOOF MEMBRA DOWN '11111.11111 . • • • • 4• VOID —TOP OF PARAPET 1' — ROOFING MEMBRANE -40 RIGID INSULATION �� «,, }. �- VAPOUR BARRIER ■III CONC. TOPPING SLOPED TO DRAIN. (MAY BE POURED W/ ROOF SLAB) • CONC. VAULT ROC7F W/ 3 LAYERS 5 • WAS STAGGERED, EACH 4 • i 4. • 5• Il 1' ..01I ] i' -m" ___ 5/8" G14.15. ON 1 1/2" STUDS VAULT VAULT CEILING C� INFILL WALL CALF: 3/4'I- 11d ®,I MODIFY GLAZING TO FIT NEW OPENINGS --- -METAL FLASHING FIXED TO 9TI�i1CTT)RE f5ELOW at_AZING $ DRESSED DOWN OVER NEW ROOF MEMBRANE Ihuntimmi CRAWL SPACE. til O tt • 1- z X ul 1 4.. 4 • ' l • a • • w .4 • • 4 _ .. . • • 4. ��, e - 5/811 GN•J$. ON 11/2" STUDS 1/2' 5'1 VAULT CJ I L A OVE POOR SCALE: 3/4 ".11 -• 0" 5 I/2 "- I' -8 1 /S" • ry - • 9 y a ,• 4•�— • VAPOR BARRIER .4 - EXIST. GRADE. 4 TOP OF PARAPET ROOFING MEMBRANE 4" RIGID INSULATION VAPOUR BARRIER CONC. TOPPING SLOPED TOiDOOOFN, (MAY BE. POURED CONC. VAULT ROOF W/ 3 LAYERS *5 BARS ® 4" O.C. EACH WAY STAGGERED, TYP. • TOP OF CA 1111111111111111111111111 11•1111W • • d C4) ni -wesow-rivagabl. FACE OF FINISP BEYOND I" JOINT BETWEEN NEW VAULT FLOOR 4 EXIST. 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I :..•:r . ..... Altir ,.tLt. : :S :l.• DIA(3RAM OF CONCRETE, POURS POUR '1 's VAULT FLOOR It FOUNDATIONS E. POUR '2 x VAULT WALLS $ ROOF �Q� CONC. Pour SEQUENCE NOT TO SCALE TOP OF WALL- • 4 • CRAWL SPACE. • SECTION TI-•1 2U' VAULT SCALE :- 1/4" = l'-0" —LINE, OF MEZZANINE WORKROOM CRAWL SPACE -TOP OF CAP TOP OF VAULT VAULT FLR g (1" ABOVE BANK FIN. FLR, 2" ABOVE SIDEWAL K) CITY OF WOO APPROVED MAR 7 994 BUILDING DIVISION SECTION TI• -1RU' VAULT SCALE .- 1/4" = 11x0" —TOP OF CAP — TOP OF VAULT VAULT FLR (1" ADOVE BANK FIN. FLR, 2" AESOVE 8IDEWALK) C RECEIVED OF FEB 1 0 1994 PRMIT CENTER p _- hd c'S`�`;.i Y^';S 1.r.,� 6r�'f� �'r.s r� { :Tt, r...t ..'�. t...�^,'�7•IaI 111111111111111111 /111111 1111111111 111111/14M 1 ,r . 111111111 IIIIJ IIII 1 11`: ll���illil+ Illlll►l►iljilll I.III {it�li �1. 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M'LI.ER STATE OF WASHINGTON IIIIIIIIIII iiiiiiiiii 11111111111 IIIII NO IN IIIIIIIIIIIIIIIIINIIIIIIIIIIIIIIIIMIIII nu DA OSOCRIMIGN REVISIONS PROPIRRIZO BAK ~SI Dn+ieIOa DA'.s2/8/1994 P.CT 111141 SEAR R -T MINI —VAULT CONVERSION SOUTHCENTER BRANCH 225 TUKWILA PARKWAY, TUKWILA, WA. 98188 OMIT Trittio SECTIONS & DETAILS r 1- MAN= 140. ARCH. PROJ. # 9391 SF—PROJECT # 306401 3/4" PLYWOOD STAN RIES - SEE lAi�AC rovIDE LEXF OSED COUNTER SECTION SCALE: 3/4" ,e 11d0" ---- NSW MTL STAID WALL WWIDT VAI�IE L FIELD VERIFY. WOOD TRIM WOOD CASING WOOD STOP 1 /4'I PLATE GLASS NOTE: PAINT ALL WOOD TO MATCI -I MIL DOOR FRAMES. WINDOW !DETAIL SCALE: 3" = 11-0" ST TUBE SILL / TRANSACTION INDOW. MTL STUD SET SET ON SIDE BELOW WINDOW 1/2" STL PLATE TNN STUDS. /8" GWE3 ALE. 1TL SCALE: 3" , l'_0" LOW WALL AT REAR OF CAIBT/COUNTER. PLAM FRONT, eACK $ TOP. A5�U+EL F STA gr hIB .Y0z D 3/,c PLYWOOD ME Iv3E 5 D COUNTER AL e COUNTER SCTION SCALE: 3/4" g 11 -0" 3/4" PL.WD OUN ER W/ PLAM FINISH CONT. OPEN SLOT CONT . BACKSPL ASI•4 ACCESS N ATIOONS 1'I PLYWD W/ PLAM I"IN15H BOTH SIDES DIVIDERS IN TOP — DRAWER ONLY BRACKET 2 / STATION EVENLY SPACED. 4" • 4" 20 GA. CONT. MTL WIRING TRAY W/ ACCESS TO ADJ. STATIONS ELEC. CONDUIT $ BOXES COUNTER SECTION SCALE: 11/2" 11-0" SECT. --COUNTERTOP 15 1/2" CLEAR INS DE FL AN RAkt IMMO — DIVIDERS IN TOP DRAWER ONLY OFFSET LOCK PLACEMENT OF TCF ER UNIT DFRAWER UNIT SCALE NEW MTL STUD WALL OR EXIST. WALL. WIDTH VARIES. FIELD VERIFY. WORIZ. BLOCKING BEHIND WALL GUARD WALL GUARD. AMERICAN FLOOR PRODUCTS CO. 14G -2181 7 3/4" r 1" PVC. w/ RUES ER CUSHION CONCEALED UNDER DUMPER. WALL. GUARD SCALE: 3" 11-0" POINEWAPPROVALS 1/2" CLEAR LEXAN DIVIDER WITH SCRATCH COAT - -cR ONTJOUS BACKSPLASH "I SLOT BEHIND. NOTE: COUNTER W/ 4 STATIONS SIMILAR. COUNTING COUNTER ISOMETRIC NO SCALE CASH DRAWER - - -- PROVIDE CLEAR SPACE INSIDE FOR INSERT - 15"W X 7"D X 3 "H - (VERIFY) LOCK DRAWERS AND CABINET BELOW ALIKE WITHIN A STATION. LOCK ALL STATIONS SEPARATELY. PIDGEON HOLE ENCLOSURE- S- 411• 41'• 10" CELLS. 3 /6" HARDBOARD, PAINTED. RECESS 1" FROM FRONT COUNTER. PROVIDE (1) EA STATION. P. LAM ALL EXPOSED SURFACES (TYP,) I_— 1/2' CLEAR LEXAN ' WITH SC,RATCI-I COAT. CONTINUOUS 2 1/2" WIRING ACCESS SLOT NOTE: COUNTER 14/ 4 STATIONS SIMILAR. FONT ELEV. OF COUNTING COUNTER SCALE: 1/ " g 11_0" CITY OF TUKWitA APPROVED A BUIIDIN a �;tVP$f(5N NOTE: COUNTER W/ 4 STATIONS SIMILAR. (QQ1Jk1TING COU N7ER -.PLAN RECEIVED CITY OF TUKVALA FEB 0 694 . I III11111,111 I 1 .,. � � � �I � IIIiIIII I(III,IIIIII�jI'.IIll,l1`� 0 IB THS INCH 1 . . eigi� f �r {I j i { �l I� lI� l ., l i 1i. I1 I1 I1 1 f 1i I1 11 1 1 1 11 il14 ..i l G' 1 I i r .�II ! �ili I I I;I Ij1111 ill 11 i I I 1 I I I I {ji I I Ilijijljjjljl 9 10 11' /APE IN HAMMY 12k NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. O6 63 se Le, 9Z SZ hZ ' CZ z1Z IZ OZ 6. 6I Ll 91 s: h1l El z!L LIt 01. e 8 /, 9 s 7 Ci zi II "Pi 0 {1111111111!!II1!11! 11111111111!1 1111 11111111!!111111111A1111R1:1111 111111 14J_1!lilll 1141 i111111111111!11li( IL1!11111thi II{ iiliillllk11 .11111lllll111,011!11111il{ii1i 111. i. 11111. lllll1�!I{�j1 1llilllli1111(!jilIII! Ili{ IIHI11llll !1!1!I1!fl!!11111!IIIIi1llll1 PERMIT CENTER NELSON MILLER ASSOCIATES ARCHITECTURE • PLANNING • INTERIOR DESIGN 5135 Ballard Avenues NW Seattle, Washington 98107 (208)782 -0888 FAX(208)781-1911 4006 REGISTERED AREHITE T r NELSON T. MILLER STATE OF WASHINGTON REVISIONS JA' .s2/8,/1994 PROMar Tc SEAFIRST MINIVAULT CONVERSION SOUTHCENTER BRANCH 225 TUKWLA PARKWAY TUKWILA, WA. 98188 eiewrintas DETAILS NOTES 1. SEE ELECTRICAL SPECIFICATIONS FOR NEW FIXTURE REQUIREMENTS. 2. Mt C1 -MICAL DIFFUSERS SHOWN ARE EXISTING. SOME MAY 8E RELOCATED OR PROVIDED NEW. COORDINATE WITH MECWANICAL CONTRACTOR. 3. PATCH CEILING AS NECESSARY WHERE STOREFRONT GLAZED WALL 15 IRE-MOVED. 4. EXISTING CEILING * 8'-3" TO REMAN. S. REMOVE EX!STING CEIL!N& a 7' -5 I/2" AND REF LACE WITH NEW GWE3 CEILING e DEMOLISW EXIST. LICsI -IT FiXTU E 6. NEW GW5* CEILING ga $' -3 ". 7. NEW GW5 CEILING iN VAULT ON 1 la" FURRING. 8. NEW GWB CEILING ON 2'6 CEILING JSTS 16" O.G. TOP OF JOISTS 8'-i'I 9. HOLD EDGE OF CEILING STRUCTURE 6" FROM INTERIOR FACE OF WALL. 10. NC) CEILING IN ;SHIPMENT ROOM. 11, OPEN TO I4IG1-4 CEILINCZ Al:3OVE. SEE MEZZANINE REFLE.CTED CEILING PLAN. 12. EXISTING CEILING TO REMAIN. 13. EXISTING C1'LING IS' -3" TO REMAIN. 14. EXISTING GWt .3EILINGs TO F.EMAIN. 15. REMOVE EXISTING PENCHANT INCANDESCENT FIXTURE. INSTALL NEW 4'4 (4) TU5E- SURFACE FLUORESCENT. REPLACE DIMMER SWITCH (IF EXISTING) W/ NEW NON - DIMMING SWITCH. 16. REMOvE INCANDESCENT FIXTURES IN RECESS. INSTALL NEW 4.4 (3) TUE3E SURFACE FLUORESCENT. DEMOLISH EXISTING DIMMER SWITCH ON WALL 4 REPLACE W/ NEW NON - DIMMING SNITCH. LEGEND GENERAL NOTE: ELECTRICAL CONTRACT 15 BIDDER DESIGN. REFLECTED CEILING PLANS ARE PROvIDED TO SHOW GENERAL LAYOUT OF FIXTURES AND DO NOT REPRESENT COMPLETE INSTALLATION. SEE ELECTRICAL SPECIFICATIONS. IAF:CHITEC'!URR.AL WORK ON REFLECTED CEILING PLAN 15 5Y GEN. CONTR EXISTING 2.4 RECESSED FLUOR.. FIXTURE EXISTING 4'4 RECESSED FLUOR FIXTURE NEW 2'4 SURFACE MT FLUOR FIXTURE NEW 4t4 SURFACE MT FLUOR. FIXTURE EXISTING INCANDESCENT FIxTURE TO 15E REMOVED EXISTING 2'2 RECI.3SED FLUORESCENT TO 5E REMOVED EXISTING MECHANICAL DIFFUSER, COOP. W/ MECHANICAL CONTRACTOR EXISTING SPEAKER 8' -3 ". MEZZANINE CEIL. FLAN SCALE.: 1/4" 11-0" ill il! III III III�III 1 1 I O TH$ INCH ! Ill 111 I ljl I III I Ill 1Ili 1-1 1 Ili I �1, If Ii I I I 1 �I I{1III I 111 1111111 ll jilili 1 rl1 1 111 1 it 1 R14111111 11 0 1 2 CONFERENCE NO NOR< THIS ROOM SHIPMENT ENT F 10 L -. W NO WORK THIS ROOM r NO WORK ISIS ROOM 1.Y NO NC K. THIS ROOM CAIN MAc S NO WORK TI-1i6 8001 lirdrAKIP Arar • MAIN FL C (7. 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MILLER STATE OF WASHINGTON DESCR REVISIONS wmireesdesacuagax 648K PITIES DIVISION DRAM : BAK ATE :2/8/1994 Ate: NMA SECT T 11TLE : SEAFIRST MINIVAULT CONVERSION SOUTHCENTER BRANCH 225 TUKWILA PARKWAY TUKW I LA, WA 98188 MET TITLE: REFLECTED CEIL. PLANS PROJLECT NO. ARCH. PROJ. # 9391 SF- PROJECT # 306401 MEET ate. EQUIFNIE\T CAE3L EQUIPMENT TYPE CAeLE TYPE E.O.L. EQU i FM-.NT DISTRIBUTED NETWORK PROCESSOR (DNP) TELLER MONITOR (TEfRMINAL) CABLING AND PINNING SPECIFICATIONS MAY E3E OBTAINED FROM SEAFIRST P1�;OJECT MANAGER - DIRK NELSON- 358.0331 I .Q.M. QU I PM FINT MAC ZON CAELE SY SYMBOL 11 11 CABLES FROM $ TO FROM EXISTING DNP IN BSMT, TELEPHONE ROOM TO EACH -i TELLER EXPANSION UNIT(S) (TT) FROM EXISTING DNP IN I3SMT. TELEPHONE ROOM TO EACH TELLER TERMINAL UNIT(S) (TT) FROM I.13.M. CONTROLLER IN ROOM xx (MECH $ ELEC) TO EACW MAC TERMINAL COL LEGE\2 CABLE TYPE 2 - 4 TWISTED PAIR 1 - 22 &AUG�E, 4 TWISTED PAIR ZON 1 - 4 PAIR PRONE LOCATIONS NOTES ALL PHONES ARE DESK TYPE UNLESS MARKED "WALL" SEE NOTES ABOVE E SYNIE3OL LEG SYMBOL ITEM f BW IBM MAC L_LJ DNP - DISTRIBUTED NETWORK PROCESSOR LP -LAZER PRINTER T.T. (TELLER MONITOR - TTD, RECEIPT PRINTER - P.C. UNIT BASE I.B.M. CONTROLLER I.Q.M. W /OUT IMAGE WRITER (PRINTER) MAC W/ IMAGE WRITER (PRINTER) MAC 1A1/OUT IMAGE WRITER (PRINTER) SYSTEM PRINTER TEL EF1-"1ONE DESK PHONE WALL PI -IONf CUSTOMER SERVICE. PHONE / LOAN BY PHONE ADA PHONE M ISCEL..L.ANEQUS ZON FAX PIN TYPEWRITER COPIER GLORY COUNTER GLORY SR -700 MONITOR I::)OELZ \ID QUANTITY VERIFY 2 2 20 x x 2 X 3 SEE NOTE. 1.) 4 (SER NOTE 1) X x x NOTES • 1. CONNECT ANY EXISTING TELEPI -ZONE JACKS IN MEZZANINE INTO NEW MINIVAULT tELE,PHONE SYSTEM. x 2. EXISTING DNP LOCATED IN 13ASEMENT TELEPHONE ROOM. X SEE BASEMENT FLOOR PLAN SHEET A3. 1 20 20 2 1 (BANK) • — CURF2E Y $ COIN O :KERS NELSON M I L L E R ASSOCIATES ARCHITECTURE • PLANNING • INTERIOR DESIGN 5135 Ballard Avenue NW Seattle, Washington 98107 (206)782 -0688 FAk(208)781- -1911 4006 REGISTEfl fl ARCH NELSON T. MILLER 'TATE OF WASHINGTON Yawner WII.1.614/ MOW `�� • LL M . t 5411 SHi 'ENT I Fas - REVISIONS cry OF RAM . APPROVED MR 7 BUI. 1P4 PROJECT T I TLE SEAFIRST MINIVAULT CONVERSION SOU THCENTER BRANCH 225 TUKWILA PARKWAY TUKW I LA , WA 98 188 ISION SHEET TITLE: VOICE /DATA PLANS MAI`>, FLOOR FLA\ SCALE: 1/4" = 1' -0" RECEIVED CITY OF TUKWILA FEB 1 I) 1594 PETIMIT CII7NTEFt 11I'I'II11111111 11111 1I111111111I1II11I1J111111111t! .1l11Irlf4i `3 0 10 TH3 INCH 1 2 ` • ..;< ,, ,�. : j n -d. ?rb . 6 /Jff `. .'.'qC �_ eiY ?-^ % -� �, -T'- , , y• 1 lz v,.�•+r�;` :E.; .. .,I;.x '°�. �.. ''r,1 � ,w` f7. f." 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IllillLlu;�!II { 1!Ua>.�li!111,1Iii����� •Il�!1!!!I aII�;.�,J!! i�.11l>li�! {i I {!1!!!II i!I1!lllilfl�> I�I �{i{ill�,iJ�lllllifi.�,�1�Iiil1 !1!1!11,1 I {n!1!I! !1!1111!1 !!!!11111 I1!lI�III 111l1►ilII MAIN FL vC:AI.a: I/4" = 1' -0" FLAN RECEIVED on•Y OF TUKWILA FEB i 0 1994 PERMIT CENTER • 1--'1 11 I 111! 11II111!11I I1I1!I11II1I!1III1I1!II11 • NOTES/APPROVALS NELSON MILLER ASSOCIATES ARCHITECTURE • PLANNING • INTERIOR DESIGN 5135 Ballard Avenue NW Seattle, Washington 98107 (206)782 -0888 FAX(206)7B1-1911 4006 REGISTERED ARCNIT .. r f NELSON T. MILLER STATE OF WASHINGTON , P40 DATE DESCR IPTIt, f REVISIONS saaaarsweeewswe, BMX PROPERT s es DIV /SI N BAK DATE S 2/8/1994 PROJECT TITLE SEAFIRST MINIVAULT CONVERSION SOUTHCENTER BRANCH 225 TUKWILA PARKWAY TUKWILA, WA 98188 SHEET TITLE SECURITY FLOOR PLAN PROJECT NO. ARCH. PROJ. # 9391 SF - PROJECT # 306401 SET III. NO T o■... 5 1. OUTLETS SHOWN ARE REQUIRED FOR NEW INSTALLATION. EXISTING OUTLETS ARE NOT SHOWN. SEE BIDDER DESIGN SPECIFICATICN5. 2. PROVIDE POWER FOR ALL NEW MECHANICAL EQUIPMENT. 3. PROVIDE POWER FOR ALL NEW SECJ1' ITY SY STE.M EQUIPMENT. SEE SECURITY DWG. 4. PROVIDE POWER FOR VOICE DATA SYSTEM'S. SEE VOICE /DATA DWG. 5. RELOCATE ANY EXISTING OUTLETS OR CREVICES FROM LOBBY SIDE OF DEMOLISHED WALL TO NEW WALL. SEE ALSO VOICE DATA SHEET A9. ------ L-,„7 Nei C.) —•— CURRENCY $ COIN LO KE.RS OUTLET 3■ DEP. CKT ABOVE CEILING STRUCTURE FOR SE :URITY DOOR POWER PPLY CAE3T, ! wee VESTIBULE -P GMOLD to 3211 -- RECEPT. le" 0.C. WIREMOLD 2200 SERIES Tyr. ALL LOCATIONS. MANAGER BriEysti ROOM IDN LOWY SEE NOTE 5. ,EGEND DUPLEX RECEPTACLE SURFACE MT. FOURPLEX RECEPTACLE W/ (I) 1G DIJPLEX AND (1) REGULAR DUPLEX. CLEARLY IDENTIFY THE IG RECEPTACLE. GENERAL NOT ELaCTRICAL CONTRACI :T IF BIDDER oEstaN. POWE.IR: PLANS ARE PROVIDED TO SHOW .GENERAL LOCATION OF OUTLETS AND DO NOT REPRESENT COMPLETE INSTALLATION. SEE ELIECTRIOAL SPECIFICATIONS. MEZZANINE FLAN 111111!1111111111 111111111111111111111111111)1 ti.11111`l1f ±17 ,111111111 1111111. 1 1r 11111111111111 11111 0 to THS INC'. 1 2 f e3 4 J I 6 J , r NOTE: if the aaic,rofilted docu ant- is less clear ( • � notice, it is due to the quality of the original 111111 4.11 >14111 8 than this document. MAIN FLOOR. PLAN SCAL: 1/4" = 11,_ 0 ti I IiL 111111iljl 1111111111111111 `111111111111111 9 10 11 NMEINGERMANY 12.. 0 OIe 6z se L 9Z sz +.-z ' ez zz le Oz 6i al LI 9 GI' iI EII zL iI 0!` s 8 L. ; 9 s 471 CI. z rill 0 I! Bill! ll! 111111IIIIII111111lllll1llllli11!I IIIIIIIIIIIIIIIIIIthil11 !If!jU!1I 1111111(ll11110111lliL11111. intiIIII1LI flilll ja�l�ll �Ilfl Ji, 1; 1, 11i111Il1lii1illfl !1I111lIIIII1j1II�I1lil1llill !i�illlljll iIi41Il! I! lIfllill! I1Illlli! II1IIIIIIIII1IIIIIIII1IIII1IIII) DOORBELL PUS!4eUTTON CITY OF TO MO APPROVED MAR 19913 A BUILDING DI ION RECEIVED CITY OF TUKWILA °E (310199 PERMIT CENTER MOTES/APPROVALS NELSON MILLER ASSOCIATES ARCHITECTURE • PLANNING • INTERIOR DESIGN 5135 Ballard Avenue MW Seattle, Washington 98107 (208)782 - -0088 FAX(206 )781.1911 4006 REGISTERED ARCH:TE .T - NELSON T. MILL1r; GT STATE OF WASHIN Mall MI 11211111111111111 111111111111 MIN einiummommi REVISIONS PROPERTIES DgVIS ON HEM: NMA DATE :2/8/1994 APPROVED : NMA ;ALE :1 /4 "- ACT TITLE: SEAFIRST M1NIVAULT CONVERSION SOUTHCENTER BRANCH 225 TUKWILA PARKWAY TUKWILA, WA 98188 SET TITLE: POWER PLANS PROJECT Ifs, ARCH. PROJ. # 9391 SF— PROJECT # 306401 Ai 1 ice' Lo) 8' -8 9/4' 201-Er" / • 4'-6' VAULT el..A3 1 J r1 EXISTINS PILECAP MD PILE EXi9TIA6 CAE evil -' EXiSTItts BUILDING NOTE: VAULT tiJ4LL$ NOT 81 -10 _ 11N OR CLARITY 3 VAULT FOUNDATION PLAN SCALE: I /4' = 11-0' 20'-6' 18` -Fi' 4'-uy' T MAIN FLOOR PLAN 0N, KALE: VW I 0 i76+:.k #4' vrGY PRdl+ L ,ilnVLifit.ORRffik A WY•&ie ....,TI.> -- .v..a...,d GENERAL STRUCTURAL NOTES (lire foliaeeklg apply wise otherel a noted on the plena) CRITERIA I. All elilt4ert & walesarettp, deems and oaetructkr shall ocnfona to th+e *sew trperctflcatta4, the tsrfrearst bueidba code (1991 edition), to the trliform buck big coda 2. r else, loadis criteria roof live load 3 par floor live load (offices) ilipef Thaw and corridor live load CO per ' partition loading. ' 20 pef 'areP6136 60 p*f kind. 80 spilt, exposure 'c' earthquake soda 3, r • 6k) 3. etrlxtural dranelret;hell be teed in coniectiat with arditectural fraesegis fa b'ck.ng and c tructIctt Contractor shall vertu dleaaeetcxle and c nditians for CG Itlbiiity and shall notify architect of arty discrepe,e-aes prior to construction 4. Contractor shall verily all exlethtg Mare, 1400ber sly, and conditions prior to commencing any assort All � mono of misting construgelon ehme on the d.:si +ge are kde9rdeed as widehres ceiy and avast be willed 5. Cartractor shell tererperary bract% for tins etr. and M.rucbral evrejaor>arta IsthIl all final ccrnecttovs Mveb *i In accords/cc pith the plans. 6. COlitrfrCia shall be resportelbie for all safety precautions aced the teethoda, techniques, eteptinage or procaine rev red to perform his eat. 1. Ccetr'actor-Initiatesd derv. shall be submitted in salting to the arditear t and structural engkeer for approval prior ter fabrrestk,ni w fin ctlert Changes them on wisp draw ags only will rout rotary tile extremist S. Drat s wdicata general and typical details of eafutnectio t tillers conditions are not specifically kelicatoct but are of ekellar character to details then, simillar details or construction shall be wed, & elect to revies wed approval by ins a chitaect and the moist tiral engine. 3 Ali strtettrai wt.?* elicit are to be ccevosed of cosrrorauta to be field erected d shall be etiper`'es'xl tits +milers suing marufacteing, delivery, hnarocilirg, ete'ure m and ereetian M aocGrdanos math ketructierm prepared by the stepplis% 10. Shop dranhige for sic -file than be eubeltted to the architect and situated! enabler for ae•,rle w prior to falWootton of these item iI. Shop reviele Dinerlekwe and quartttl. ars not reviewed b the ego of record, therefore rust be verified s ca+trertag. Contractor shall review and steep dashes prior to levies by argerear of re cord. Subuaisetarle shill tweeds a rat roduciblee and are cvpyi ra xoductefe millber reeked and rue era Shop cis wig ttubmitUIe processed by the a.gtsear ere not change orders. The purpose of shop drawing eubeeittals by the contractor I a to olamorletrate to the meow that the tractor uredfdratande the design concept, that he deacestratet hlo tatdretendktridiesting slide Warta! he I to fattish and natal; and by detailing the fabrication areal 4tetallattiaa a his i nt rxnde to use. if deviate**, �, or csonflIcta batmen shop etraal�g aubpltt8l* and the contract documents are discovered either prior to or after slap drawing i su''.atittats are pr eaad 4 the engineer, the deeige drarlings and epeclficatices shall control and shall be folio red: 12, _boor Concrete coreeWctior4 Expanaion bolts and threaded aieenslon merits, Au cart pile Mat/Hawn, Gila I be supervised in accacterce with erection 306 of the Seattle 13u(kdtsg Cod ext the project aped/lotions by a cti ft led toting &jetty desigeted by the witted. The ardntteart, etnucttral nineties:, *hail be fta11ished with coplea of all Inspection reports and teat results. GEC? T ECI-4N IC A t_. 13. Flaxdatirm notes: minted!: preparation incde,rding drainagee, eacavastiort, colon, and CHIN require/mu shall cantors strlctly pith recc aendaticeu given in the soils report or as directed b the coils engineer. pile capacity , 12' Amite. ( eioreselovllatesral) 250 tana/0r0 kips/15 tome pile lengths for bidding purposes are to be 50' as outlined In the referenced gloss al report. soils report reference: gent ci a1 repart IVA-g%P.A by , tnc,, ,.4foary i934. t4. Augerceat pilin lespeetIon by the wile engineer shell be perforeeel doing per. Maximo augercast pile eccentricity kalYbee 3' laterall9. Pile nth kidlcatee;d on eftarkr s to rest teed. Actual length shall I,e detestallrlrad In Field 4 ealia engineer. The contractor shall determine the iocatrcel of all adjacent rederground utilities prior to drilling pilek RENOVATION 5. Dersolitiab C.ortrector shall verify all existing conditions before comesechg arxj deetolitkxt shoring shall be distilledfo sumo. exiat3 ccn$trutttan ae required and in a O&M ruitalbie to the work sweaters. EEdetksg reinforcing shall be saved share and as noted on the plaits. eats wag, if and whets used dell not cut existing reintorcfrq that is to be saved. Dasolttion debris shall not be alkoeed to dames cc overload the existing etructue. ilea a trt :Um loading (trrcbtcitrg demolitton debris) on a xtstl k fluor Viva to 40 per. a. all � rough misting task *lab} amt bear* °hail be a oepliahed b see ammo shrew � b. contractor shall verify all existing conditions and location of embers prior to dutth+g any open. a small rand d Op0n612a shall bar sweep-Mad by cores drilling, If poss&ola d. where rev reinfaceg terseetes at (rousting concrete, threaded bars Into threaded a aeva% inserts eft existing cacrete chili les provideied to match horizontal reirtrorclrxl, Wes* othenrlees noted can piers. '' .^iafiriat' 1P Y C/P' iii TE L' �iJ plitiliiilitilililitili ,ilitil!!llitllililit►1i)�. !ti 1IG �' , fill, r� 111 TAI �}. IIf iIl �k ii Ilitili ililfi; ill II ; {.1 111 �Iir iij�i � ,fie ICI -� 5 6 7 8 1 r NOTE: if the microfilmed document is Less clear than this notice, it is due to the quality of the original document. 0 16 THS INCH 1 2 ` "eel/3 4 CONCRETE l . Coda rih 1I be; ewe, poppet: wed c and placed in tl a .,xa with I13C feats, 1604 end ACI 30( Corerete ahlell attain a 28 -day etrongth m1' rc • 3000 pal wed Infix shill =IA not Wee than 5.1/2 mite of' came* pare able Ord eltd ill be prop° rtSonad to produce a .bp of 51 or lsort. The s of ossent and slxlstas anent* of eats Nj ba charvert, u a ie pada:mance mix s ilitied to the Mtructte3l engineer eel the buile.btg departure for appravad two wake prior to piacb g any concrete The emcees performance six shall trade the NAM. of met find and wooers aggregate, later and mess as tell Whet heater earn* ratio, Asp, connote gti 1d and albetentiatta strength data in socGrdance with ubo 2604(c)Revise of eta at!Mntals by the eeruai?uelcr of record indicate/ only that k%rsaltbn preseted conform geawaiiy with contract doe ate. Contractor ex moptier seittakta Roil +enamor bility for apacifle d performance. All contorts ea)M1 surf+ em eltosed to stineling ratter shrill be arr-ealtralred a1th era aie•entraMing . =iambs to 11 ederdend ?96n•9. total air oorgent shall be Ih aocordance with table 26.b of the tetras o bui • - coca n. Rwinkw • ; staeei ehalU cox++'ona to sets a613 (lrtciadtaug sefp sl), gradd2 6®, rah ,. 60 poi. ee ttane: any bars epees -la-Toted .m the a ract.igi shell be fade 40.114w Vat pet Grade OA rewifoor-tg bar. indicated c* rieslings to be ere • , shall conform to ASTM AW,. Relnforcirg coeptying sith Ab11"i WAN say bet melded at if tetanal ropects vats WdkaUng conformance pith iseldteg procedrea epwifled in AWZ. DV &en 8411781tt8d. neldod e ire fabctc shall conform to A5111 445. 18 Rekiforeing eta shell be detailed (inektcitng hem and beds) accordance with ACI 315 40 and :48-83. Lep all continuous reinforessent 30 bar diteetera or 21-0' enema fl+ovidos: canner bars at ail wall and rooting lntereteeciiat . L p weer bars 30 bar titaness ear 2'-g' minimum Lep adjacent mate of melded faire fabric a minimum of 8' at skies and else. Ho barn partially embedded In hardened concrete shall be flesld bent sheers cpaecifically so detaileed or approved by the Aware' ongireye. 19 pi°esieettie+n leover) far reotntctrtrxS3 steel Oka be as realia311 elide beams apd other terrased sofa s, eeau'th face 3" tonged storages orpond to earth (1,e0` uatia below ground) or weather .... ('16 bare o Iargar) . 2" 1'5 bars or war).. grade ben stirrups Gl.�s and walla (bstoio1 race) se{ 20. Caet•rn•piace concrete: reels architectural ctural etatsw?ga for exact locatrorn sod develc ns of door acrd Odom opiffilng3 i all concrete usat�a see 7ne h nicai cheer is for eiae and k•catlexe of sescellansoue sicotenlosi open Na through concrete elk Sas architectural ddrestnge for all grooves, s, notdteer, chamfers, reattre streeps, color, Wier., and otter finish druids at all deposed toners surfaces, batFt cast -In -place and precast. 21. Hon- etrinkook riled be Wished bj en *proved ettr i'acttra and shall be end and placed in strict ate usith the inanufzieturdr'e publied d reconseedaUons. C&ra)t strength ehatl be at east &pal to the 9rlatelal on shich It Is placed (30t0 pal Meet). 22. Epontrouteci iteaae apsaalfiee+d on the od; as tge shall be grouted with 148.-200 solid beard ,epoxy by anef sett faaveung systems, liatiltilVeiToicilictiogi corporation. it to etrie4 accordance with I4$.0. report, no. 43'36 urfeee noted othessiae on the otrucitral &Mtgs. Hole mine shall be 1/8' larger than bar, root or rott size $TEEL 23 Structural *tall dde a n, f3brrcatios and erection dell be bated an the AMC, '6pecidTcation for the design, fabrication and ee Uon of atruoarai & eel for buildings,' latest edition, pine all ire v d code 24. 8tnacttrai 5001, tnc Jdietg OW and rolled wives, iheli conform to ATM A36, fid 36 kel. Steal pt)aee shall confers to A+3Tt!' 53, Ve x or E, grads b, RJ • 38 IOt ettRiCillti tibiae gel caws to AVM A -500, grade b, fj • 46 kiii. Motor bolts aM cattielvtion belts then conforts to ASIt1 A301. 25. All runeIdlrsahall be to contormanca meth AJM . and A11J;8. star+deroks end than be pee k:reed by UAi9,0, certified -a-eiders minlg EV me e3 lodes. Ct49 prequalified welds lab dolt ed by ) shell be used. IiJekding of gradds! 60 reti 's:y tng bars (If r wined) shall ba Wormed us loar iyro n Aectrodes. gilding of grade 40 reanforcg bare (If r .a ad) stall be Waved wing Stem aatt 4' or cold bends in renaming *teat la not peareitted. See retreating rote for Iatetetrlat requirements of tea. • 0 6Z 8C LI:. 9Z S ' 77, eZ z:: L ()' 6l 91 Lt 91 51 hl El Zl 11 01, +6 8 /. , 9 9 '7 £ Z Il r4rr 0 • 1Illl1llfljllll�iilIIIIII�1! Il�llll�lllljll !IIIIII�i11!�!III I!il�` 11,411 INAlJ1141!ll.lN i,��j� 11111,1(114 11111 "' !DI/ 1111 111 lit! 1 11!i. !, Lil .l�if111 !111�I!II01!!1i11I�li i111! !iliit!Ililif! 11111 Iii 111!I!111 III! I!!!! �1111�11i1111111 1111�1111I1111I 1 !11 11!1 1 !. • b CIry OF TUKVAA APPROVED PAR ' A NOTES /APPROVALS werwramaessaemsmarroawriarrownealowarl NELSON MILLER ASSOCIATES ARCHITECTURE • PLANNING • INTERIOR DF:3)GN 5135 Ballard Avenue NW Seattle. Washington 43107 (206)782- -01180 FA.0 06) 781 --1911 -- EIS 3/15/24 DESCRIPTION REVISIONS 9UlLatNC ©iVISI( RECEIVED CITY OF TUKWILA FEB 1 0 1994. KAMM CENTER (-;;j;:j..-..\y':r B IROPERTIES �. . rT. X. DIVISION DRAM: KJT DATE :2 - 3" -94 CHEd ED • ILG APPROVED: N M A SCALE : AS SHOWN '- PROJECT TITLE ; SEAF'IRST MINIVAULT SOLITHCF LATER BRANCH 225 .TUKWILA PARKWAY TUKW I LA , WA 981 88 -__, _ SHEET TITLE: GENE-1:6-M__ S NOTES & CONVERSION T UCT URA.i.._ ANS EJECT NO, ARCH. PROJ. # 9391 3F_PROJEC 1 1 SHEET IOM S1 .,. EXISTING SLAB STYROFOAM - EXISTING GRADE BEAM ---- 2_1:0" LAI! NCITES/AP'PKIVALS I. iMI91101F110.140/111•01•116,001111•11.1:11.1.1.0.0■1120100.1410%. , 12" IV/ (3) MATS OF 65 • 4"oc STAGGERED, TYE. SIONVO.41•41•00,10.10.441•10••■••■•••00M08...........44 "*"*"-1 • NELSON 1\4 ELLER ASSOCIATES ARCHITECTI IRE • PLANNING NTIOR DESIGN 5135 Ballard Avenue NW Seattle, Washington 98107 (208)782-0688 FAX(206)781-1911 712" SLAB at GRADE / V (3) MATS OF ,/ '5 a 4"oc E.W. STAGGERED e • * • 0 9 71" • ---FETEITF SPIRAL. f. IV 2" PITCH (3) g5 TTP. (1) 43, USED. 24'-�" INTO PILE t2"0 AUGER:AST PILE TYPICAL SLAB, REItf. / (3) MATS OF 7 116 4'oU. STAGGERED, TYP. 2' -0" LAP TYPICAL ..711111■810 V sl.CNIMIOL.Ift IM NMI 1■1 ••••• * • • • • e, • 9 12 15 NOTE: FRAME x 44-0" ovesoNALs EACH MAT e EACI-I CORNER OF DOOR OPEPONG WALL BEYOND -- EXISTM SLAB CITY OF TUKWItA APPROVED I °AIWA 1111 BUILDING DIVISION— 19 WALL BEYOND REVISIONS Tr • Mgr VC 71 o 03MAIN 1.131 P. 0........01.1.1.1.M..104 MINItillfa I if 1.7 4 WALL BEYCND •BANK PROPERTIES DIVISION 1 &LAB ai alum fif (3) 1105 OF / 4"oc Elk TYP. STACIGERED itS x DC4E0 4"oc EAC4MAT 9 of • • 0 • • 0 • • • • 0 • OO erammadarewareviaouno.... et • 1 0 1 1 4 0 0 PROJECT TITLE, SEAFIRST MINIVAULT CQNVERSION SOUTHCENTER BRANCH 225 SOUTHCENTER PARKWAY 'TUKWILA, WA 98188 EXISTING GRADE BEAM ---- a 1 L .j1 COMPACTED STRICTURAL FILL -' *3 SIVA RE1NF. 2" PITCI-I (3) 43 EA TYR (1)113, EMBED. 24' INTO PILE N-- COMPACTED STRIMIRAL FILL -- 12". ALIGERCAST PILE TYPIc4L ..evirat.ealmonorse•wwwww.0.......cael - IGTHS INCH 1 2 'itt13 ' t NOtEx If the' microfilTned d,ocument is less clear than *this i notice, it is due to the quality of the vaginal document. - i ' 0€ 6Z se 13 9Z GZ 477 ' CZ ze tz OZ 61, 81, LI 9L Gt tit CI 21, u 01, 6 8 1. i 9 G 47 C Z I INN 0 11111111111111111ffili1H11111611111111!!!II1111.1111H11111111R404411111i1111111,111k1;111.1110111Ullaigthll 11111111tillitill61111,1111,11411j1411111111!linliblithililiffilja11111U111111111d1H1111111111111111111111111111111111111111111111h1111 -molleilltlk.1116001meame.1101k*.•■•••roktrimmewcw../reine......far - •"; ,;.ety; , ititiiitirFyitili Ilirt 11111,414,pH 111141111111111111111111111111111111111111111111111 4 5 6 7 8 4 . 10 11 "IN GERM" 12 nosimsermatemo.oreemmirstosammwor • EAAUIPIMENt TYPE cAmLE TYPE B.O.L. ECU IPMENT DISTRIBUTED NETWORK e P'R OCE880R (DNP) TELLER MONITOR (TERMINAL) I.S.M. EQUIPMENT MAC ZON 11 11 11 0331 1 cADL.0 MiM 0 to FROM EXIVING DNP IN 1118Mt. TELEPHONE ROOM TO EACH TELLER E*PANBION UNIT( *) (TT) FROM EXISTING MP IN 1181MT. TELEPHONE ROOM TO EACH TELLER TEIEMINA1. UNIT(8) (TT) FROM 1.15/1. ,CONTROLLER IN ROOM xx (MECH $ ELEC) TO EACH MAC TERMINAL CASLE S�I'MiBOL LEGENO SYMBOL • CABLE TYPE 2 - 4 TWISTED PAIR NOTES ALL PHONE$ ARE DESK TYPE UNLESS MARKED '1dALL" 1 - 22 GAUGE, 4 TWISTED PAIR SEE NOTES ABOvE ZON 1 - 4 PAIR PHONE LOCATIONS EQUIPMENT SYM SOL LEGEND SYMBOL ITEM 5.0.L. DNP - DISTRIBUTED NETWORK PROCESSOR IBM ©G MAC P TYPE Eiil G't G:J VI LP -LAZER PRINTER T.T. (TELLER MONITOR - TTD, RECEIPT PRINTER - P.C. UNIT BASE .S.M. BM. CONTROLLER I BM. W /OUT IMAGE WRITER (PRINTER) MAC W/ IMAGE WRITER (PRINTER) MAC W /OUT IMAGE WRITER (PRINTER) SYSTEM PRINTER TELEPHONE DESK PHONE WALL PHONE CUSTOMER SERVICE PHONE / LOAN BY PHONE ADA PHONE MISCELLANEOUS ION FAX PIN TYPEWRITER COPIER dLORY COUNTER GLORY 8R -700 MONITOR DOELZ QUANTITY VERIFY 2 2 20 3 (60 NOTE I.) 4 (MI NOTE t.) x x x x X 20 20 2 i (DANK) NOTES 1. CONNECT ANY EXISTING TELEPHONE JACKS IN MEZZANINE INTO NEW MNIvAULT TELEPHONE SYSTEM. 2. EXISTING, DNP LOCATED IN BASEMENT TELEPHONE ROOM. SEE BASEMENT FLOOR PLAN SHEET A3. L1 / / J ONIrrLIMISIM LONEY BqL4- oo5a 1 r G r CAM MACHINES M 1 W MEP 1 CRY %rA. MM , 7 OM MAIN FLOOR PLAN SCALE' I/4" • I'-O" wirigtax FEB 10 S4 a. n SEE ASK InRLroW MVLLER ASNOCI*TPU AIROMSab7YAn • nan nNa. MSS* awl.N KM WSW Aso NS Rosa Waskil Ms MAN (S)1aa -NNa IAl srN -IE1I RN NEON T. REVISIONS 1117:2 .7 NOW TITIJt, SEAFIRST MINIVAULT CONVERSION SOUTHCENTER BRANCH 225 1UKWILA PARKWAY TUKWILA. WA IISIS8 ant TITLE* VOICE /DATA PLANS MIled�r s ARCM. PROJ. 03•1 SF -noaCT 300401 IC e. 0 ,PN • zrws.11ow IALLIBIR AflOCIA At1oNI�MRI11� MANNING • •I�MNIt tIMMN GN I Ilea Anew ,A IIIs a.blegMe isa, (tlsWM -NN PA>rns)171 -1Mt Seine a P'Ut4 SUTTON OR ada• OOP CAMERA coNTROL SOX • 12° APP 1 MANAIMER oosa NOTES: I• II It DOOR 0C4EDULt ON BNEEt AI POI! ADDITIONAL DOOR HARDWARE 11.01lMAtION. KS LOUSY PEEPHOLE IN DOOR PANIC WC/ W/ ALARM 9 ALARM LIGHT I INDICATOR fa rIT. IL. ice` II \ - -�1 -- ar sail /dad aolla Cal A* MAIN FLOOR PLAN /CAM I/4" • 11 -0" cffirraten FEB 10* Pat SIN f 1 setso IR111N1 IN REVISIONS • _$ EAK t N *12/4/1094 a ,NMA I M sWMA !Vitt ti/e- llllT TITLE, SEARRST MINIVAULT CONVERSION SOUTHCENTER BRANCH 225 TUKWILA PARKWAY TUKWILA; WA 95168 s e, TITLE, SECURITY FLOOR PLAN /IIOasT s. ARCH. PROJ. 9391 SF- PROJECT / 309401 • Aw WELNIOu una los wooczaau •IM LIMN Mow NW N�/N•. SIN NNW/ iosr►N -NN /NIIN1)M1 -1011 1 NOTES 1 OUTLETS SHOWN ARE REQUIRI<• FOR NEW INSTALLATION. EXISTING, OUTLETS ARE NOT SHOWN. SEE BIDDER DESIGN SPECIFICATIONS. awn 2. PROVIDE POWER POR ALL NEW MECHANICAL EQUIPMENT. 3. PROVIDE POWER FOR ALL NEW SECURITY SYSTEM EQUIPMENT. SEE SECURITY DWG. 4. PROVIDE POWER FOR VOICE DATA SYSTEMS. SEE VOICE/DATA DWG,. ,y�� X�� ry� p�T� EspM Lpp� apt !. IIIIS�_, S1;D WALL % NEYi W nt ALSO VOICE DATAYSSHEET A1. 11E801UPTIOI REVISIONS • LEGEND 0 DUPLEx RECEPTACLE It OAK 0/801111), PIMA ISATEt2/T/1004 IMIIIflsNMA SAM Vest V -0• MST TITLE: SEAFIRST MM IVAULT CONVERSION SOUTHCENTER BRANCH 225 TUKWILA PARKWAY TUKWILA. WA 9616* OCT MLR: POWER PLANS MEZZANINE PLAN Bq oclaa SCAM 1/4' • 1' -0" CUM MAIN FLOOR PLAN SCAM, I/4" • I' -O" cdraLA FEB 1A 11 PST Ma Par le. ARCH. PROD. /*!1 SF- PROJECT 3011401 art le. Y Ma • yew • 1 4 �I MI OP MU tm I w 0 n NOIa la GANTT , VAULT FOUNDATION PLAN SCALE, I/4' • I' -O' ' 9r{ 4.4. 11'4' — not ' vt 4'-W • MAIN FLOOR PLAN SCALE, 1/4' • I' -O' 1 Ss ran gages Sae uas 1 rIYrNIw MMe dal Was M M 1r drs eNIIM111�, MM �� t S vd an lito lad 'Fibs 1 • • end ante e • 1b1 eal d nsaearltn rw Nr abrrte Qli nag ad an el a de au dna psi eins • 11111==ddirs: tire Sint 11" 1141226714whiml O i1tw1 rw ZI: M MF= wwwr s Wad wgar& MM M IWI j– -• dv gW M • MNy pees M/ Ow room SOS ea w FL-t-. t attara Saki attar ibw awaS MaN w 0t . 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' SEAFIRBT UIN►VAUL7 CONVERSION SOUTNCtNTER eRAspi '•225 .TUKWILA PARK UMW ILA, WA 991 VI 'httl l p G, NERAL STRUCTURAL NOTES & P.LA$JS • • -ACT 0 • _.• • , �8. ,• 1 v • • • ras4 r,,.. n■ yy�. - J.l.. _l.� -� e.! - 4 c;gworJlts ' Pu►MMIIW' ma11nn: eiffiN 01* Isuwi Avenue•ll� IntiN, Vashisylip *104' 1$Or. -0000 ,auoovet -1011 (7111111.. W 0) OWN 0 3 • es III $TAetet# a Zmrw- - Ha ' a MOO AM JI 11 1 • r n) nr. 14'4" INTO PILE =1 =11 • I 10 Ali AAA PEW Mt 0 ■ 4 ■ ■ t • lin MOAN % x 4' O000444.6 • IA04 MAY • EA01 CANON! * D A'!No • • EiTIMINIETS7tia WILL 111100 13 1 w WALL OE1'AO DOUG IUIS WALL EErao rILA.G4Ma 111111,. WM MAW S • ass E.. T1T. IL Wend SOB NMI COMPACNID PILL ie • • CONSTRUCTON NOTES I• Centre tte 1 provide aondult #I- wiring for electrical, 2. alarms, to *'c+. a oamea as a. Contractor to remove, Ohor`e 0 r•In•tall 2 dr Is• on tputh windows above west! 1 eRantr to �- " air. contractr to remove, *me en 4 reinstall 3 draperies on r' a1 owe above mantrap, vault • sipment room to ). to L • In.tatI.d bilow ar -e Ia-•l /Or all windows in workroom 4. Lxist,, Olivet to bak patched by contractor with carpet. • 1 by owner. errampoo carpet upon project comp stlon. If. Contractor to paint all wall* damaged by work to match existing paint co or. 6. Hardware on cabinet's Provide 3" white wire pull• for each cabinet door. 7. Hinges to be tamperproof. 6. Paint A. Newsurfaces. I coat primer, 2 coats latex eggshell rani. B. Existing surfaces. 2 coats latex eggshell enamel. , Colour schedules to be provided by architect GENERAL NOTES I. G*NLMAL The contra for shall be oversee) 14 all serelltlona �n a tt` n 11 *awl l j• and i0 i 14 all the auetol` wo «In strict aaaorciianee with ail applicable loabl• wry shall Indemnify and hold the architect harmless ler Injury or death to Ilersons or for damage to property caused by the nas�dtlla asr c ; r the contractor, so °ir°+ts, actor i ep for hit rrepair forr any tt a ton acsnt LhhIS►iptwnrla�x��� y 1 =� pas at oh thaaccttor I r•s oneible for following the existing specification* vl r / owner. re*Irsments as est by thus Contractor *hall ackelowlecige that the construction will be conducted during morns) banking •• I•ns =Tour•. Contractor will co- ordinate With the bank manager to minimize disruption of normal buisnest G. Structural, plumb' , mechanical electrical and fire protection drawing• are • artery to tine• drawings. Ths c ntractor II co- ordtnats Lis work with each consultant and chi I notify the architect of ail discrepancies wit a written request for clarification. H. Asbestos It is the contractor's re• onslbtlity to insure n asbestos inspection has been comlcilsteed ana forms submitted to the governing agency prior to c mencement of work or any kind. 2. CODES All work shall conform to the applicalple building rdinances. In case of any conflict where this method• or standards of Installation of the matsrt,l• specified do not. equal or exceed the requirements of the laws or ordinances, the laws or ordinances sha l I Ovsrn. Notify- the architect of all conflicts. 3. DIMENSIONS A. All Information shown oh the drawings relative to existing condition* 1• Ivan as the best present knowled • • but without guarantee or accuraey. Contractor shall field vsrirp7 existing condTtlons and dimensidris and shall notir the archltl�et of any discrepancies or conditions a verse)yyy air ling the sales prior to proceeding with the Item of work aft to . B. Dimensions or h p ens are typically to the centerline of columns, the firsi~ face of existing partitions, or the stud race of new construction. C. Door and cased openln s without location dimensions are to be D. LIx Inches from the face Of the adjacent rtition*. ocate walls that are not dimensined, flush and square with the existing structure or on the centerline of a window Mullion or column, as shown. 4. DO NOT SCALE DRAWINGS A. The contractor shall use dimensions shown on the drawings and actual field measurements. Notify the architect if any discrepancies are found. 5. ABBREVIATIONS A. Throughout the drawings are abbreviations which are in common use. The architect will define the intent or any abbreviation that Is In question. 6. CO- ORDINATION A. The general contractor shall be responsible for the verification and co- ordination of the work of all trades to assure compliance with the drawings and specifications. • 7. GENERAL CONSTRUCTION A. The contractor shall investigate and verify locations of structural, mechanical and electrical aliments and ott4• existing condition• rior to drilling or cutti of •labs or structural members. Notify the architect or any conflicts pre r to beginning work B. The dontractor shal be rssponstbre for providing all wall blocking as required for all all and canting mounted items. Co- ordinate with th;e architect / tenant the location of wall mounted items which are not In contract. C. All construction shall be stabilized against lateral movement in accordance with the requirement* or the latest adopted edition of the UBC In the local jurisdiction. F. offset studs where required so the finished wall surfaces will be flush. Provide galvanic Insulation between dissimilar metals. General contractor shall protect from damage those portions of the building not In contract: allow no leaks in extstt structure: control smoke smoke And dust to protect areas of building no In contract. G. Contractor shall provide adequate shoring during demolition to support remaining constrt.Ctton and any live loads required. W. General contractor shall submit with reasonable promptness and In orderly • so a to sauce no delay in the work II drawing• and cam les required by the contract documents. Contractor will inTorm the ar tact in writing at the time of submittal of any and all deviations from the drawing or written specification and obtain approval from the architect eerors proceeding with the work. I. Unless otherwise noted, the contractor *hall obtain approval from the �archtt•ea�t or location or all electrical outlets, ttellaponrOris outlets thermostat• J. imenel ns t , and of electrical licral anlat telephone e indicate* maximum eea�uu tat• unless o�wiss noted. centerline o telephone IC D/ Indtcatas 'bulldfnp standard' as provided by landlord drawn and /or ftctrtsd In bulldl Oontract document• or building manna . L. a $nett maker to vide shop drawings to architect for review and approval, M. Thera ))shat goer o extp►o•�nv pbtuplladlnp •tblrltolarct., vents etc. All such lines concealed or furred annitireIIed unless noted as exposed construction oonnithe drawings. a. LLLCTIIICALMILEPHONL WOTLS A. The electrical contractor shall be responsible to maintain corn with all state and ioaal cedes and obtain ai O. rill ivlat(on ►noel dimensioned locations must be approved ar tttashlall verb the location of each core drill C wl the exist, structure, pl ins, conduit eta. and shall FnQtU'y the a anett or anyr a�n'mcts or obstructiopnns 1 re drill re ocations ha be provided by thle space D. Any dtsarepencles betty en exls Ing conditions and contract ddocuments show d be as did tit of the E. electrical/WI • out w III a mounted vertIcaIiat .ii unless otherwl • noted. it wag mounted receptacle* In casework, are to oe mount horizontal ly. • F. special heights are noted adjacent to we electrical devices. REVISIONS Tit IW fl T li_ ti NSA � TO esaj 1w�il�ils t111a` ua is A fi t' N• MIN 0101A A0011101•11 t•IIw *s 1s•1 "far Nm Sall POW =LAL°" II4LIOTRICAL 0 PLUMBING O OAS PIPING CRY OF TUKWINI BUILDING DMSION M UT COPY 1 sramet ui the tee Men MA apprcnb ms yMs to am ens •nssrsns and apprcv:J d Sas is all see 9e Soso et any amid as a Mrlrr a INS « es ass ere Mr « f i Des as.*IJ1_, t palm Ns PA q - oosa M DOOR SCHEDULE 2 DOOR FRAME sn r i 5 .1 lr i i REMARKS 01 36 "x80" • • 1 3/4' • • • • • elec. controlled door 1 frame provided - 4 Installed by Allied Mars s Vault. Provide 24" 36" bullet ral•t. window. 02 36"x80" now vinyl rail. 1 3/4' • • wb. paint wb. paint • elec. controlled door 4 frame provided it installed by Allied safe t Vault. Provide 24" 36" bullet resist. window. 03 36'x84" flush hol Ica mtl 1 3/4' paint • hm paint • prov.$ wet. Oetsx emery. exit alarm device key cylinder to match exist. bank system. rovidsls 04 36 "x64" flush hallos.' mil 3/4" paint schiag• him paint auras " x 36" sr window. arovTa- I Is lock•st a• w�ll as I Ibaded re -eId-. 1 •!uses at noseaa y 05 36'x64" flush hollow) mtl 3/4" paint &chides hen paint provide key provide peephole Not : Allied r• 4 Vault Com any.will supply the electronically controlled doors. the transaction window 4 the bulletproof visa! window into Wig mantrap. Allied will be a subcontractor to the general contractor, and the cost of these items will be Included In the base bid price. ROOM FINISH SCHEDULE ROOM BASE MATERIAL FNISN WALLS o 9 fw ! OOR MATERIAL FIN!; 1 a g t IS 101 VESTIBULE new vinyl rail. maw 1�,int it new wb. pant new wb. ilnt new wb. lglnt new a wb. pint 2 102 MAN TRAP now vinyl rail. wb. paint new $atnt wb. paint wb. paint wb. paint 2 103 WORK ROOM •xlnaw carpet vinyl rail. exlnew gg wb. f3alnt ex./new wb. �!Int •xinsw g wb. paint ex./new wb. Wig exist. IA 104 SHIPMENT new vinyl rail. most. w�. alnt new wb. saint new wb. saint -xi•t. C� wb. paint 2 03// VAULT/HOLDING new vinyl rail. wb. pa tnt new Selig' .wb. $sent $.wwb. 0atnt MN . paint 106 LOBBY exist. rail. exist. newb. Se g. exist. exist. exist. 3 ALL MATERIALS NEW UNLESS OTHERWISE NOTED. SEE ADDT. NOTES ON REFLECTED CEILING PLAN. SHEET AS. NO WORK TO DE DONE IN MEZZANINE UNLESS OTHERWISE NOTED. 1. Remove existing carpet In former lobby area 4 Install new carpet. Shampoo existing carpet. 2. Remove existing carpet. install new sheet vinyl. 3. Relocate Scarlet sign as directed by bank 4. Remove existing carpet west of storefront glazing (to be demolished). Install new vinyl. artilltimm FEB 11 19 ISM w)))all • NM ssiaON MILA•101l AasOOIATL• A110NITIOTYRa • M ANNINO • -mars 1R DIMON •10• MlMN Amu. 1111 baths, wa•klaston N107 Uara-am PA*IO•)?S$ -IS11 • ■ Net PA* OPOOMPTION OK IlEYISIONS s SIMS BAK 4SI.T.M. OYl12/8/1994 IF1INIIIS•tM. 191N1111 /4- - 1' •0' 14I01rr fl*. SEAFIRST MINIVAULT CONVERSION SOUTHCENTER BRANCH 225 TUKWILA PKWY TUKY4ILA,14A. )side or ems COVER SHEET Pears ARC,. PRCJ. 9391 S$- PROJECT 306401 oars • TUKWILA PKWY 0 a a b 0 0 aul aaaaa11i11i111k, 41 011TO ail WM MI ose 11 is 4111 OS Ili ISO ja OTOS 10 o0 is NOS � D WOO `r• 0 4 itotottafitatottatatto 116411millititilatioale, OMENS REMODELLED AREA • ,,,, In ,,,,,,,n ;P 11 1 1 Emir. SIDEWAUC 4 \a\ ENLARGED SITE PLAN Boal•i 1' -o» • mr O ONLY OILY • 524,42' SOUTI- 4CENTER ACCESS ROAD ROOF OVERHANG O air 0 or' or O i !EXIST. CUM NEW VAULT O 2 / O NOTES= L2' i; ettaalinity. we‘TA4,g {oeT. Bq4 - oo5a O SITE PLAN Scal•= 1' -0" a 20' MOS NM A kilt tD 3 0- 0 at FEB 10 1994 awn I NRIaON AOOOIAT>a £_NnaaTun •.wwNnt.• INTIMI UR .NUM us BMWN Maus n Nat1M, 9wlMytw Ntr (100)100-NN FA*NS>)Rh -lpl _alt_ 31101lTO1 • 1 REVISIONS #V • SIS BAK Dean NMA arxo 1' ■20' RATS 2/5/1994 APP.. NMA wo,oar nn•D SEAFIRST MINIVAULT CONVERSION SOUTHCENTER BRANCH 225 TUKWILA PARKWAY TUKWILA, WA 98188 OW na SITE PLAN PROJECT MI ARCH. PROD. 9391 SF- PROJECT 309401 • OCT NI 13, GISova 111 -I4' 16 2Z LACED • ' -i" SA '. A.1 •NZ 11.Mt. •w'*4M 4S1 •1=M1) S i @ a 111 111111 1/11110/11 " /111111111 111111111 !Ph 1111 Sin mills MIN ENO NM MN PrI 1'1111 lmr r w • MAIN FLOOR FLAN SCALE= 1/8" a 11 -011 *w MOCK 6T. ONP 1 J ® a (13) ® ® U EASEMENT PLAN NO WORK TWO AREA. SCALE. I/1" • 11 -0• SCUPPER t DNMPOUT OP W%LL I OPEN TO BELOW 411 EXI6 RE 0 'A CN EXI -T. O w WT. P ® O © ® (7) MEZZANINE PLAN SCALE! I4' • I1 -0" PARAPET fl4RGED PLAN �SLLOQPE TO DRAIN y� �{� VAUL fON1 TYP. !. NEW PARTITION WA LL. TOP Cr WALL. • s-7" ;ESTptLtti At ArR ritg OE FA OF 114411-NG NEW PARTITION WALL DEMOLI614 EXISTING CLAIM STOREFRONT f&AZING ABOVE WORIZONTAL PARTITION WALL, TOP OF WALL • 61 -7" EXISTING REAM OPEN TO BELOW EXISTING BEAM OPEN TO BELOW CRT OF MIA I>11MIOIIEO • /UM NBLAION MILLER% ABBOOIATBB ANON17Npw n • P UNNOro • D.._0111 eraN 1118I swat IMAM NT NettN, Nooldagiss Nio (1104)1111-N811 T4*Kao1)1$ -IM* Mit 11111011/TIp1 1K • REVISIONS • Ma BAK CCMNMA L DA1R12/S/11194 r M01 NMA 11I104EDT 71711: SEAFIRST MINIVAULT CONVERSION SOUTHCENTER BRANCH 225 TUKWILA PARKWAY TUKWILA, WA 66166 •QT 7171.E1 FLOOR PLANS NSW c. ARCM. PROJ. 6311 SF- PROJECT 0 301401 • NOTES 1, NIIS OLMo6 1 N' MIL OSLO • IS' O+C. VV S10' Mir IA MS. 186 CaLINO PARINI .1'•1 V3'. no ORS 20 0' -1' TO 40 IV 0111 al MM1M'L 1 SOW Y1' MR. SW • II' OC. W+ WV GM IA SOL NO CUM M WPM 110014 TOP Or YW.L 11-11. 4 1lOO4 M1NTM WAS MILM 1•4'110. WILL OPMIS* BLOW LIMN. OP v*LT ROCP Bx1041101. N pii 1M4 MMPY RAM AARON VALET HOOP IDOR SION . ISI NCIION SIM. L 1* CLOWN WALL, 1 W PM. $11D IV 14114.M11, 3' DR1M10N IM MO* PACT. S. 1' DRY? PMIMi ON a CAST COMM* OLLT. 1. Mintaraitilter4AT fl ML. ON MCI) 01 MORNS I INDOWI BLOW IOU. MUCK I. IS MN4 PARTITION • 641V PROVIDED • MIIALLVP MY ALUM SAM CO. t RIM•DN l aaalb UAW 11104 • IMLOCATI AS ONINIC1ID it MANN NI W OLIIN DOSTM01 oiATOR III M' ICNANICAL NOM DOM SPECPICATIONS. 1 DIMOLIM DcIStM STO_a s y STINM • CLAMS. SAILOR WIPING CONCRIE WALL At FLOOR LML. I/DL 081100 TO tow Paw WILL,1 VP MR STUD • II' 04.1W M' 6I0 MIR o ! PAC/ • DRrvIT ON r PAW ra ON SXTBRIOR PAaa. IN OIL 3 /A4. MULL NNW CLAIM AMOK ace t V3' SAIL PLATS N WALL. III Mt. MA1. It DIMOLIIN IH ITIo CLAM • METAL MORMON! PARTITION. 14 P01 WILL., 3 VP Kt STUD • 11' oG kV M' GUS IA WI. 216 CELNG MI1IM AT 11•1 VP. •. R#MOVt 000Pi'10 DaMTNS CLOYt. S. WIDMI COL VIN PON WPM, CP NNW IMAM MOVE NEW OPINM M EXNTMG WALL eThig 6411141011 MILL1a11 AcaoaDlaTaa AtAO.OluO'!YM • piauus INRIINa sn SIS MUMS Aims NW M•/tN, %S gl a IMO, (10481M-OIN PA*II0S$I$ -4111 11. Nlai I'LL, 3 a° PM 6111) • 11' OC. W+ W GYi IA MI. PRAM 24 CEILING HT, TO MATCH ADJACENT PfUZINI I CSLMG (APPROX. I' -3'A M DIM ON EMIR!, WALL • CLOSET. It x211 flea N MIT11M NON•LOADMSMIIC PARTMON WALL *TALL (2) 242 NIADBR ASO I OPIPMIG, SIM OP IWCM • I'•3 M' (AMYL 241. PORTION OP DIM I'LL TO MAN WALL (2) 3,4 011D POR PO OP NEW IiADER 21 1111104 WOOD 111IM AT TOP CP WILL AND DOW WILL TO MATCH wow OP ADJACENT NM WALL. 33. PIMA I MTMO DOOR 4 GLAD* AC WILL IGLOO HORIZONTAL MILLION. MALL SIMILAR TO DTL. 21A4 IV 2 VT MUD. 21. D•IOLNN MOM caLNG • PRAM NNW • I' -3' (vtRPY). It WALL WARD. WI DTL WA1. 21. M' CID ON I IR' RIMS& 3,.111111 N mcin•G CARPET TO EMT OP OlIttINED PARTITION. III ROOM PNA/H ICIlDILI eOET AI 21. RIENPORCE !O OP WALL IV a) 2•4 SW PION DO OP NEW READER 21. RM'IOVE Dc*TPd CLAZ141 BELOW HOW MLLIONL WILL PER DM 2/44. TWIS NO NONC 11416 NI. 4'-I 1R' 1' -11 w. tam err is REVISIONS :fah't's �'o',,;,' w: 4'•1 N4' 1. VAULT DOOR PRDV1010 4 MIALLBD SY OMR Mt CONTR. WILL COORDN•TI REG W VAULT DOOR RR IR MOP DRAMS NOR ADDITIONAL MAldier 1 REn 2. MB OP WILT FLOOR WILT FLOOR TO B MT • 1 MOVE WV DAIr MOOR 3. OAITIO CONCRMT1 PLASM 4 WOLIIN MOM CONCMMII PR • ' TO I'•4' APP. 1 MTALL It NO Cusp TO MCI 0P - • • APTEN v41Lt DOOR MIALLBD. /. NM* WALL MIK 1 V3' MD IV OAR Y CAGE PROVIDED • Mt • it LIMNS COIF. w . , _ . • MACE OP CRAM SUM. B OWD WILT KIS 10 r WHIM= CP CRAM nit MULL r RIGID MMLATION num vmLt KIi l ea Bat 13' DRYNT ON Ma OP COCCI VAULT. W ev t DOSTNG Km. TO N•4' • MULL SPILL W•l f N' MIL STUD Iv MI MIL, WS OW ON MINOR MCB. t RMMOVt DAITNI GLAD, to 1r -4' • NITALL WILL WALL. 1 V 3' PM. . STUD WI MATT MIL, IV M' as ON NMIRIOR PACs, V2' PLYID IY r WAIT 04 tMIRION PACE. NOTE 11461 MCI W =NIT NS et IMCEIIBD V4' MOO PACO 0P UST. CONC. WILL O. IR MON WPM CLAM DELAY NORtlZONTAL PUSCP/ WLL PIR NOM K D. 3 V2' MR IILD I'LL IV 2' DYV1t 04 V2' KM. PICADE I' JOINT AT PACE OP GRADE SIAM IV r ROC NMLATO4 / CAULK IL UNCUT IDiIALK AT MI OP D(Ntta R tANMO WALL PATCH NOR WALK TO WILT PACE It MULL r NRILATO4 B1Ili1 vAaLT WALLS • ALE. D•STMG COMITIR CTIOK MA1f11 F000arIo 0111111101 BATE, ant RN4 0001601►'4MA I APl111NI03NMA [g/4•_ 1' -Rr rid CAM MAp0A11 NO WORK t1416 R 1. •nv FEB 10 199 ram as TITLEt SEAFIRST MINIVAULT CONVERSION SOUINCENTER BRANCH 225 TUKWILA PARKWAY TUKWILA, WA 081ee OCT TITLE, ENLARGED FLOOR PLANS VAULT DOORS INFILL WALL SCALE, )/4' • lie MIME? s. ARCM. MOJ. 0301 SF- MOJEC, 303401 MANTRAP ELEV. •CAL*' V4" • 1'-I" EXIST. WALL PANT WORKROOM ELEY. SCALD I/4' • 1'40" MEZZANINE SHIPMENT RM ELEV. SCALE' I/4' • 1'•D" • • RESIL. EASE -O" 3' -O" 121-0" VERIFY 1.O " "� • II' -II" VERIFY SHIPMENT RM ELEV. BCALEs I/4' • I' -D" Mf<><tMIII * DEMO t> Ulnn, WORKROOM ELEV. WALL* I /4" • I' -D" VEIFY W/ DOOR SUPPLIER NNG WORKROOM ELEV. SCALE: I /4' • 1' -0" 1?7 et LI ge co 5a AZNG. WALL. N ierw'''� ENNIT S ATPF PARAPET i t rip. ice, WORKROOM ELEV. SCALL• I/4" • I' -D" MODIFY EXIST. GLAZINOi, TYP. *1455 N FRAMED BEAM WRITE VAULT, Vie ON INFILL PANEL WorIPAYM Kil-eattiTeatir WALL MARC.. SEE DTL. II/A7 z;'s A I'iz . TWIAMItt WIZ ,�Ip°� IIT��,¢LAZING • I" VERTICALINwTYP�L" WORM. TOP OF SIDEWALK LOGAITEPOS T - — ri 1 — - - lar - r ur 4r ITT 'rr I1 u u u ut\u SOUTH ELEVATION -'1 EXIST. RETANNG WALL WALL I/V • It-1P ag oteeszute EXIST. PILES III' - IPI II L*1 u EAST ELEVATION •CAI.** VW • 1' -D" .I TOP OF SIDEWALK 3' -O" -1" serattlittion RESIL. SASE • r. i Cm ofJUI A moot WIELSON MILLER ASSOCIATES MIONa07Ya. •K.A_ M• swan ONN>N OMs hard Avenue 113 Sett* 3bAUylm MOT (1100'1N -O••• TAESN)TN -1•11 REVISIONS • Ia 2/R/1SS4 Cat tot -g— —•T.M. r 4r 4r u u I1 11 1u 1 u rr u WEST ELEVATION WALL Va' • Pet «nnu FEB 10 1994 POW Ismin soave • 1• -0• PI11m 11N s SEAFIRST MINIVAULT CONVERSION SOUTHCENTER BRANCH 225 TUKWILA PARKWAY TU WILA, WA WOO S)s? MIS INTERIOR & EXTERIOR ELEVATIONS ASSN 1* ARCH. PROD. / 0391 SF- PROJECT / 309401 • NTwSN t v R TO CAIEIP dL" MOVIE DETMO4 PAUL AFTER T 141ON IIMANICTIME 1 RE niy_ G� 9 .44/KfarrACOP • to `, ,• VOID f • t ;l;, I. dr t HS' CAE 04 1 14' STUDS YAW VAULT CEILING • INFILL WALL WALL 3/4 "•I1-0' TO -FIT � OP[NRIOi OP OF PARAPET ROOFING MEMBRANE 6 • 1 •i • • . • • • • • • , • • • • • • • • •_ _ •4 • • • • • WIS. ON 1 IR• STUDS VAULT CE IL ABOVE DOOR SCALE' 3/4 "•1' -0' 4• RIGID INSULATION vAPOUR SARRIER W/ ( iE PDiJRED MPIA rtrOp. Ar Stt SCUPPER DETAIL SCAM' 3/4 ".I' -1S" Bqqe 005k FACE OF FINISH fl•c•• I• JOINT SETWEEN NEW VAULT FLOOR 4 EXIST. FLOOR FILLED 14/ RIGID INSULATION ': Tr •^•'„' -�`- -a. 0- .,� •�.• tt REMOVE EXIST. IT" TEAL FLOOR SLAB CRAWL SPACE Irv( T�. GRADE FLOOR • DOOR SILL SCALE, 3/4 ".I' -O' SEE s VEAL —t %TISJCTUR kYINPAstagiN. LOCI 2.4 FRAMED PARAPET ROOFINOa MEMINIAIN 4' CANT TO UPOTAND 4" RIGID INSULATION VAPOUR AARRIER CONC COVER SLOPED TO DRAIN 2" DRYVIT FIXED TO CONC. • PeGICT 1ate R Y TP01)RED W/ RDOF) DIAGRAM OF CONCRETE POURS POUR 4'. VAULT FLOOR • FOUNDATIONS POUR 4 • VAULT WALLS 1 ROOF CONC. POUR SEQUENCE NOT TO SCALE POUR 4 POUR 1 NEW CEILING v/ /////i/// // /i//// /iii// /// /iiri / / /ii�i.'14 SECTION THRU' VAULT SCALE a 1/4" a 1' -0" SECTION THRU' VAULT SCALE ■ 1/4" ■ 1' -0" orrivram FEB 10199 RAMP WON NZI/ON MILLER AflOCIATION MtosaTnarvn • FLAMI I • i n'nttos Bann SRN Wad 4•4w NW Inn* Task) pe- N10 (uN)tu -NN rAIKN3rst -t9it NO. PAM 001001111,110N • IlRYI810N8 • INMO011 SAK I DA1112/8/1994 a111119101N.T.M. I91M.T.M. 11 $.1 /4• - 1. -0- 1111/r SEAFIRST MINI -VAULT CONVERSION SOUTHCENTER BRANCH 225 TUKWILA PARKWAY. TUKWILA, WA. 98188 eat ima. SECTIONS & DETAILS es NIL ARCH. PROD. # 9391 SF— PROJECT # 301401 • Mt SS PLAM 1sAa ItAilti 3/4" PLY= ION l'-•" alittlar.84,r sxl'Of•G Ey COUNTER SECTION SCALE" 3/4" • 1' -I" Et) sir aka WALL .IMARnt ( I •-- 0 WOOD TRIM WOOD CASING WOOD STOP 1/4" PLATE (SLAIN gip% arkOOR WINDOW DETAIL SCAL*s 3" • 11 -10' .. ��dCTION MT� I T :LOW WINDOW STAMP B /•" GWD WALL DTL SCALE: 3" • I' -m" a • Ni,R A7; • 1 s. 2 \ s \ L POR sXo O .."1_JA 1. ►: '/ SCALES 3/4' • 11-r i/4" P I/1" LRKAN 1 ACCEe t CATIONS I" PLYWD W/ LAM FINISH BOTH BIDES • D DIVIDERS IN TOP DRAWER ONLY •_4 i--CONY. OPEN SLOT RACKSPLASH r i • :• P / STATION 'RVRNLY SPACED. 4-1•441111"1 0 I "J. STATI0N66 II-KC. CONDUIT $ BOXES COUNTER SECTION SCALE, 1 1/2" • I' -O" •I: • SECT. COUNTERTOP • • _ �Ia" lout nu* u ELEV. DIVIDERS IN TOP DRAWER ONLY OFFSET LOCK PLACEMENT PLAN OF TOP DRAWER UNIT DRAWER UNIT SCALE • 1" • ILO' NEWS D W/ V FI LD vtRI . . DENWALL aUAIID W AM . • 1 i D WALL GUARD SCAM s' • 1,-I' S" RADIUS (tYP.) • rSsa. PP`Irjr rsocSt Sig I DIVIDER NOTE• COUNTER W/ 4 STATIONS SIMILAR COUNTING COUNTER ISOMETRIC No SCALE CASH DRAWER - PROVIDE CLEAR SPACE INSIDE FOR INSERT - fl X 7"D X 3 "H - (VERIFY) LOCK DRAWERS AND CABINET BELOW ALIKE WITHIN A STATION. LOCK ALL STATIONS SEPARATELY. PIDGEON HOLE ENCLOSURE 8- 4 ". 4". 1D" CELLS. 3/8" HARDBOARD, PAINTED. RECESS 1" FROM FRONT COUNTER. PROVIDE (1) EA STATION. P. LAM ALL EXPOSED SURFACES (TYP.) CONTINUOUS 2 i/2" WIRING ACCESS SLOT JHSPLASH [.1/2" CLEAR LEXAN WITH SCRATCH COAT. 1 0 4 NOTE+ COUNTER W/ 4 STATI0N6 SIMILAR FRONT ELEV. OF COUNTING COUNTER SCALE" I/2' • 1' -0" /Lti P. LAM COUNTER /Ci GIY OF TUINU1 AMOS D TOTAL CF - - - - 6 StATIO4S 1 1 D NOTE COUNTER W 4 STATIONS SIMILAR 1 1 1 1' •*" COUNTING COUNTER- PLAN SCALE' 1/1' • i'-I" FEB orrilrekA 10 1994 ENS • NELUON MILLER Af1UOCIATPS &aoinsorma • PLAMIWIIII 211,11101111 111111111111 NM Mud Mom NW NGER, IhRdsol a MOT #101101111-0•M PHEW )7N -$SU EK IlEv18IONS • OLSMS' D OAK I owlr24e /1994 0S►I.T.M. SWANS .T.M. SIEi1 /4' - 1•-0' PIMA MLR" SEAFIRST MINIVAULT CONVERSION SOUTMCENTER BRANCH 225 TUKWILA PARKWAY ¶I ILA WA WINO Slit 1111w DETAILS PSIS 101 ARCM. PROD. # fast SF- PROJECT 1 301401 4 Slat NS NOTES 1. on LI"$Of11IEIAL SPEOIFIOATIONS FOR NEW RIX111111 INISUIREMssTS, 1 wal ai a1nt Ta la "oozTAAtI o "Tho i. MOON CEILING AS MICESSARe WSW stORaaRONT dLAaap WALL Is REMOVED. 4 EXISTMO OWNS • s'4' TO REMAIN, s. EIPIOVII EXISTING CEILING 1 7' 4 14" AND REPLACE WITH NSW GWS cum** s' -S". DEMOLISH EXIST. WONT FIXTURE 6. NEW dWO CEILING • s',i ". 7. NEW dW11 MUM M VAULT ON 1 14" PUIOIINS. d NEW OS CSILINO ON 3* CEILING JOTS • IA" OZ. TOP CP JOISTS • ter. S. MOLD EDS OP CEILING sTR OTUIE f" FROM INTERIOR FACE OF WALL. W. NO OHMS P4 SWIPMENT ROOM. 11. OPEN TO HIGH CEILING MOVE. as MEZZANINE REFLECTED CEILING PLAN. 12. EXI•TINIS COILING to RNIMAIN. 1). EXIStMS CEILING • IS'-i' TO REMAIN. 14. EXISTING dWS CEILNG TO REMAIN. xx Is• 4//4 TuM�T FS2 PLACE DIMMER SWITCH w LEGEND ISM 9 CIENERAL NOTE IMFIn h atm ON W e EXISTING 2•4 RICESSED FLUOR FIXTURE EXISTING 4•4 RECESSED FLUOR FIXTURE NEW 2.4 SURFACE NT FLUOR FIXTURE NEW 4.4 SURFACE MT FLUOR FIXTURE EXISTING INCANDESCENT FIXTURE TO OE REMOVED EXISTING 2.2 RECESSED FLUORESCENT TO Be REMOVED EXISTING MECHANICAL DIFFUSER WORD. W/ MECHANICAL CONTRACTOR EXISTING SPEAKER iithilitai • GEN. it G. CONTR sqq bO5a • • • 1 . . 'Ne 1 • IIII a o SSA num 01.1111•1111, em•INN -� MEZZANINE CEIL. PLAN 'CALL 1/4" • 1' -0" NO WORK T� IS ROOM . PT r-• , 1...a . vv. •1 ✓ 1401.DINII No THIS Roots 1' IF IS v i • 01/ l • * '• ., ir_ ,. r' I 1 • ` . a.'. • • L—J NO "Pi ROOM 0 LONY NO WORK THIS ROOM 4 MACI4M111 No WORK THIS ROOM _ __ 1 1 1 1 0 • •I 0 0 '1 vet "447. VM.t O 0 • ....i.. 1 1111k NM PAII iii ' annini MOM t ■1t ■ ■1 tl .. IMMO -.TA NM Ili ............ ................ ................ .. ........... 11 ■t ■t ■ ■ ■.� ■1 ... ... .. . 11 • 11 • m�Li 11 ■ ■�.■ ■t ■ ■tl 11 .� ■ ■1t ■ ■ ■ ■1 11 • no 11 ....A.. ...... n.. .. ................ INUNKUHUNNIII insumunnal 1 t ......1.1 It ■■ non non 11 ■ ■...... .. ................ "3"""1"111'I 1 ■1 ■ ■t ■1 ■ ■ ■ ■ ■ ■11 Nom 1■ ■ t ■ ■1 ■■ tl 1 ■■ ■1t ■ ■■ ■1 a 1 1 1 1 1 1 0 MAIN FLR CEIL. PLAN SCALD 1/4" • 1' -0• E 11 0 0 0 mlaA FED 1019P ran a NELSON MILLON ASSOCIATES ansemeawaa • PLANNING • >N111:unl •aw INN WNW Ammo NW NNW imilyMs MIN (Ns)NN -NN FASNS)Nl -1911 • • IA. _DAM OMIONI TIOI REVISIONS K • SANK MOW IC DIMISMN NI: SAK SEM12/1/1994 • AO:NMA EPPISMINMA 110ALI$1 /4•• r —O• T TITLE: SEAf1RST MINIVAULT CONVERSION SCUTHCENTER BRANCH 225 TUKWILA PARKWAY TUKW I LA , WA 98188 •QT TITLE: REFLECTED CEIL. PLANS Me It ARCH. PROD. / •3111 !F- PROCCT 305401 .w, IIO.