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Permit B96-0169 - BOEING EMPLOYEES CREDIT UNION (BECU) - ATM, KIOSK AND INTERIOR
City of Tukwila (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B96 -0169 Type: B -BUILD Category: ACOM Address: 12770 GATEWAY DR Location: Parcel #: 271600 -0075 Zoning: M1 Type Const: II F.R. Gas /Elec: Wetlands: Water: TUKWILA Contractor License No.: LEASECL118NB Status: ISSUED Issued: 07/18/1996 Expires: 01/14/1997 Type of Occupancy: BANK Slopes: Y Sewer: SEPTIC TENANT BOEING EMPLOYEES CREDIT UNION 12770 GATEWAY DR, TUKWILA, WA 98168 OWNER BOEING EMPLOYEES CREDIT UN Phone: (206)439 -5961 PO BOX 97050, SEATTLE WA 981249750 CONTACT STEVEN PRICE Phone: 206 344 -5700 425 PONTIUS AVE NORTH #400, SEATTLE, WA 98109 CONTRACTOR LEASE CRUTCHER LEWIS Phone: 206 622 -0500 107 SPRING STREET SUITE 500, SEATTLE, WA 98104 * k* k* * k•* k *.k•k **.k .k *•k k* ;k k* k k* k ** * * * * * * * ** k**•**** **** *****k************ ********* Permit Description: CONSTRUCTION OF ATM, COMPUTER BANKING KIOSK WITH INTERIOR CASEWORK. SETBACKS Units: 00.1 Front: .0 Back: .0. Buildings: 001' Left: .0 Right: .0 Fire Protection: SPRINKLERED UBC Edition: 1994, Valuation: 200,000.00 Total Permit Fee: 2,293.46 k* k***: kk****** k***kk** kk********************* ** * * * *•k * *•k ** * * * * * * ** * * * * * * * ** Permit Center Authorized Signature _q.(P 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 bui"dingpermi Signature:_ Date: __- /'J,�'�1�0 Print Name:__ -4 t ri- Title:,,, )J% S This permit shall become null and void if the work is not commenced within 1SC days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKWILA Address: 12770 GATEWAY DR Permit No: 696 -0169 Suite: Tenant: BOEING EMPLOYEES CREDIT UNION Status: ISSUED Type: B- BUILD Applied: 06/14/1996 Parcel #: 271600 -0075 Issued: 07/18/1996 •k•k k•b k k k•k•A••r•k k•k•k;t•k k* k•k* :k• A• k k•w k :k k•k A* - k - k•k b•k k•N f'k i•k-k•k•k b•k-A•k•k * fr k F•A !,-k 4 fr•k w Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the Tukwila. Building Division. 2. Electrical permits shall be'- obtained through the Washington State Division of :Labor and Industries and all electrical work will be inspected by that agency (248 - 6630). 3. All mechanical work shall be 'under' separate permit issued by the City of-Tukwila: 4. All permits, inspection records, and approved plans shall be available:,at the job site prior to the start of any con- struction: These documents are to be maintained and avail- able until final inspection approval is granted -. 5. Any new ceiling grid and-light fixture installation is required: to meet lateral bracing requirements for Seismic Zone -3. 6. Partition Walls attached to Ceiling grid must be laterally braced if over eight (8) feet in length. 7. Any`:exposed insulations backing material shall have a Flame Spread Rating of 2.5 or less and material shall bear -identi- tication showing th.e tire : pertormance rating thereof. 3. Al,l ' construction . to be done in conformance with approved plans and requirements of the Uniform B u i l d i n g Code (1994 Edition) at amended, Uniform Mechanical Code (1994 Edition), and Washington State Energy Code. t1994 Edition) . 9. Va1idity.:of Permit. The issuance of a'uer•rit or approval of p lan_., , speci.t icat ion, and computations shall, not be ,con - strued , to be a permit for, or an approval or any violation. of any ;;of the provisions of the building code or of any other ordinance Of the jurisdiction. No permit presuming to give authority .to violate or cancel the provisions of this code shall be valid. 10. VENTILATION IS REQUIRED FOR ALL NEW ROOMS AND SPACES OF NEW OR EXISTING.BUILDINGS IN CONFORMANCE WITH THE UNIFORM BUILDING CODE 'AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51 -13 WAC. 4 ' , ra %'y aa DE T E , i�x ITT ;,. ; tpi ::. � T E` � +� . t1 �' DA E :s'd i "w A' P P IR w3E'.R ; s:. ; ; 7., , l.. S.; w k : : o; ,': ' `EQUIREIjIIENTS , tTS {" 4 Ei �3 : t ' '1 i : �; `t't` : ' a r : ,,rm....„. ,.;r�,. - c: 10A:/u: „ s r 9 pi 2 � ;. 0 Plan Review Meeting I ��_ I (6 "1 7" % 1L BY: (init.) INIT: gJJP 0 BUILDING - initial review � 2 � -J (ROUTED) 'CONSULTANT: � t ' Date Sent - Date Approved - FIRE (9\Z51610 / G Y `- IREPROTECTION: • - Sprinklers .Detectors ON/A , -- IRED (, /t„, INSPECTOR:.. e.4..,�",c ^ INIT S /U O •PLANNING i (� ZONING: �3AR /LANDUSECONDITIONS? Oyes 0 No EFERENCEFILENOS.: -- INIT: lv1INIMUMSETBACKS: N- S- E W- O PUBLIC WORKS N.M ,W) UTILITYPERMITSREQUIRED? Oyes ONo PUBLICWORKSLETTERDATED: INIT: BUILDING - final review 7/ i �{ 6 TYPEOFCONSTRUCTION: - F R (5 P K ) CERT.OFOCCUPANCY? OYes ( 6 No UBC EDITION (year): 19 % &j I NIT: ' OFFICIAL ,, /�� �, q i • INIT: AMOUNT OWING: 1 �?qo�. to CONTACTED j „� ynt (�1 I 1 DATE NOTIFIED '- Q� BY: (init.) • 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER slip (0q CITY OF TUKWILA Department of Community Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PROJECT NAME 60.Q CAT P s C i+ U n i lOn SITE ADDRESS SUITE NO. l a .. Era* 2i U,\ Dc 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. REVIEW COMPLETED 0215/96 PROPERTY OWNER 1-3(p p is GP£OtT o& 1L ( PHONE DESCRIPTION ZIP ADDRESS t . ..- j ... 7 n iPr"i .0124 I Je CONTRACTOR 0(613-. PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT S , T a p . PHONE ? 4 7 OO ADDRESS "Pee ‘H DAVC -tht., Deat&AD /?,r,. - r les po4u 5 Ave Ill ZIP18,l OCj vwv ODULIIGdWIWI DUUWevdIU, r UNWIId vvfi VO 100 (206) 431 -3670 DESCRIPTION AMOUNT RCPT 0 : DATE BUILDING PERMIT FEE PLAN CHECK FEE : ISM - c CIO �') I PLAN CHECK NUMBER 1 — V (0 C APPLICATION MUST BE FILLED OUT COMPLETELY BUILDING SURCHARGE 4, '3o OTHER. TOTAL .- i ctl.4(0 SITE ADDRESS SUITE # 121 (0firrCek f`t' 2 . VALUE OF CONSTRUCTION - $ 2�fto, aoo ASSESSOR ACCOUNT # � E 1200 0015 PROJECT 'r NAME/TENANT �t V�l0 it) TYPE OF • New Building U Addition -CJTenant Improvemen WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) -- 1 1 JP . a. TrLZ (commercial) L] Demolition (building) 0 Other DESCRIBE WORK TO BE DONE: it 3 r F d eny coo C k) c Elul, C 7 (d. a c R. ` , c ) r ( � \ k r , 14: � kr.0 t`''lo . BUILDING USE (office, warehouse, etc.) l.'r 5-R- ceisc t , Q(L. GfLeforT Ltv Lets-) -- orric6 NATURE OF BUSINESS: G. p-e 01 r r) ob o WILL THERE BE A CHANGE IN USE? IQ-No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No 0 Yes IF YES, EXPLAIN: A- - FIRE PROTECTION FEATURES: :� •rinklers 0 Automatic Fire Alarm S stem CITY OF TUKWILA Department of Community Development - Building Division I HERE CERTIFYJHAT (::HAVE; READ AND;;EXAMINED::THIS. APPLICATION AND KNOW THE SAME T. B BY: E TRUE AND CORRECT,: AND I.` AM: %AUTHORIZED TO'APPLY: >FOR THIS PERMIT :: BUILDING OWNER SIGNATURE DATE OR _ �+.tr' -r �k cnvDSe�. AUTHORIZED PRINT NAME 1 Ca. . AGENT ADDRESS DATE APPLICATION ACCEPTED BUILDINI PERMIT APPLICATION rill- --414, PHONE 34, 4 - S'1 as CONTACT PERSON � •I� re, , i 42,E , PHONE 2 4 - 7 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION EXPIRES I t - / L( 1a221g3 COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS ri Completed building permit application (one for each structure Assessor Account Number Two sets (2) of the following:::' Specifications ri Structural calculations stamped by a Washington State licensed engineer: n Soils report stamped by a Washington State licensed engineer • U Topographical survey Energy calculations stamped by a Washington State licensed: engineer or architect ri 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 Completed utility permit application (one for entire project) ri Six (6) sets of civil drawings NOTE: See utility permit application and checklist for specific utility submittal requirements. RACK STORAGE --, Completed building permit application Assessor Account. Number I Two (2) sets of plans, which include: Building floor showing:.. • Entire space Where racks will be located • Exit doors • Dimensions of all aisles Tenant space floor plan showing rack storage layout, aisles and NOTE: Include dimensions of racks (height, width and length), aisles and exit ways on plan. n Structural calculations stamped by a Washington State licensed engineer (rack storage 8'. and over). RESIDENTIAL NEW SINGLE- FAMILY DWELLINGS /ADDITIONS Completed building permit application (one for each structure) Legal description Assessor Account Number E Two sets (2) of working drawings, which include: • Site plan — (On plan, show closest hydrant location. • Foundation plan Include access to building, showing • Floor plan width and length olaccess ) • Roof plan • Building elevations (all views) • Building cross- section • Structural framing plans Washington State Energy Code data Completed utility permit application SUBMITTAL CHECKLIST Six (6) sets of site plans showing utilities NOTE: Building site plan and utility site plan may be combined. See utility permit application and checklist for specific submittal requirements,' Additional topographical and soils information may be required if unique site conditions. COMMERCIAL TENANT, IMPROVEMENTS::::: Completed building permit application (one for each :structure tenant) Assessor Account Two (2) sets of constructionplans, which include:: Site plan • • Location of tenant space • • Existing and proposed parking • Landscape plan (if applicable, i.e„ c Overall building plan • Tenant location • Use of adjacent (common wall) tenant • Overall dimensions of building or square footage Floor plan of proposed tenant space • Tenant space plan with use of each room labelled. • Exit doors, egress patterns::: • • New walls, existing wall, and walls to be demolished Construction details • Cross sections showing wall construction and method of attachment for floor and ceiling, CJ Structural calculations stamped by a Washington State licensed engineerr may be required if structural work is to be done (2 sets) : NOTE: If any utility work Is to be done, submit separate ut lity permit application and plans. REROOF n Completed building permit application (one for each structure) n Assessor Account Number Narrative describing existing roof, material being removed, and material being installed. NOTE: A certification letter is required prior to final Inspection and sign - off of the permit. ANTENNA/SATELLITE DISHES ( Completed building permit application Assessor Account Number Two (2) sets of plans, which' include: Site Plan (showing building and location of antenna/satellite dish) Details antenna/satellite dish and method of attachment Structural calculations stamped by a Washington State licensed engineer may be required RESIDENTIAL REMODELS Conipletedbuilding permit application Assessor Account Number Two (2) sets of working drawings, which include:: one for each structure) • • Site plan: • Foundation plan �'Floorplan Roof plan •Building elevations (all views Building cross- section • framing plans NOTE: If any Utility Work is to be done provide;utility permit application and plans Must be: submitted. REROOFS Completed building permit application (one for each structure) :: r1 Assessor Account Number Narrative describing existing root, material being removed an material being installed; NOTE: A certification letter is required prior . to final inspection and sign - off of the permit aG' °•rid s' . .fcli" ytl ^"r.'NW ?r4 nytholiwi.1 " • *** *krl•.•ktk*4*** *•h:1*: ******:+ r• k****** **- PA•A•***A *4* *** ****4*** ** *A! *** CITY OF I UKWILA. WA C�( n (� *A* *A• * *A * * * * * * *A * * *k* 14A:4`X •k* *** * * * * *• *k**AkA *Ak**** *k *A-*** TRANSMIT Number: 96004274 Amount: 901.00 06/14/96 17 :01 Payment Method: CHECK Notation: WEBER A THOMPSON Init: SLR TRANSMIT Permit No: B96 -0169 Type: B-•BUILD BUILDING PERMIT Parcel No: 271600••0075 Site Address: 12770 GATEWAY DR a Total Fees: 2.293.46 Thus Payment 901.00 Total ALL Forts: 901.00 Balance: 1.392.46 - * * **E *A kik**o *.t *A **A,1, * ***41 * *••k*A *,v * ** k**** k k *,t * **1.A A *4 **,, A k*4** /,* Account Code Description Amount 001345.830 PLAN CHECK - NONRES 901.00 0544 06/17 9616 05PW DCD 901.00 :t**:4:1A4 ** *k *fir *ko%*4k *•A*AA*••***k *•A •*A. *: 1 *•Ak;l *4.k* #*A** *4*•k*k * **kk•A C ITY OF 1'UKWILA. WA k * kA* •k * (,—y j (c q ,' Tt;Fih;SMIT * * *A *A *k*A* ** * *k*AA ** 0 *, k * *•Ak *A *k * *AotbAA *A *A * *k *A * *•4 TRANSMIT Number: 96004473 Amount: 1..392.46 07/18/96 14 :57 Payment Method: CHECK Notation: BECU Init: MEV Permit No: 096--0169 Type: B- -BUILD BUILDING PERMIT Parcel No: 271600- 0075 Site Address: 12770 GATEWAY DR Total Fees: 2.293.46 This Payment 1.392.46 Total ALL Pmts: 2.293.46 . Balance: .00 4 k** 4 *** a* At<** A***.A***A.** *A *A *A * *A * *otdot * *0ti * *:t * * *k:.. 4 **k *ik* .kA ** Account Code Description Amount •000/322.100 BUILDING - NONRES 1.387.25 000/345.830 PLAN CHECK - NONRES .71 000/386.904 STATE [BUILDING SURCHARGE 4.50 1353.07/22:9617 TOTAL 1392.46 r! .',';'.4'7',::•3:4;-;;;.'"T•';,,THO,7).41774,ti`illt.;',-t:Atrrallit-1"7"4"4"7,1rser7,.;,p7M`l■ r4r411"rno`rit:4,17•T•tafriniff>1. „ City of Tukwila Fire Department 6 C. P CA Project Name Address 4. - 2 - 762 6/7 / 6/2 Suite # Retain current inspection schedule Needs shift inspection Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Approved without correction notice Approved with correction notice issued Authorized Signature Permit No. Date FINALAPP.FRM T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Roe Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) S7S-4404 • Fax (206) 575 Project: r-) -5----W AS Type of inspection' Date called: (....../::- Addre ss 7 1 17 7 0 Special instructions: ,, , ate wanted: .m. 2 -e )- ,? a in Requester: Phone No.: JowtztzsmzeT=CatiCtX Approved per applicable codes. COMMENTS: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9 Receipt No.: ?V. u7.."=4 INSPECTION RECORD Retain a copy with permit Date: AtiZlkae.11:1,31%17411.1.44`&1. Aff.:4 PERMIT NO. 1, : 44 6)-4 3670 ions requiTe Date: 3-204 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. � CRE�f I�1�1101� �yf insgetion1 Date called:g� ( _ _ it � o (Nib 6RIU , � V! `l Special instructions: Date wante, t _ _ G / l0 ( t0 p.m. Requeste 65 moR E:160 ) Phone No.:- 3q O _ Z1920. 2-- .INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I I I pproved per applicable codes. COMMENTS: A ■ ►1•41 SELF .. % Nft va c„{ Ada -EIA A,.r0 Inspector: Date: 3 . lQ (� $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD etain a copy with permit I I PERMIT NO. (206) 431 -3670 Corrections required prior to approval. C Project: 1 �ne1N EA is erg . ed f /Mar► Type of i pection " KAmidG Date called: g i0 - Address: y :_ . e AJA e , Special instructions: 1 31- FlooK Date wanted: •Sr/5 Requester: KUSS r1 Oki ewSPAJ Phone No.: .';90 - de ,P k a ' INSPECTION RECORD Retain a copy with permit, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 I g l Approved per applicable codes. COMMENTS: Inspector: II Ffir--7-hei Date: (206) 431 -3670 Corrections required prior to approval. Aft �`yf? L $42.00 REINSPECTIO .F R Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .. - c .. .,..L . _.r... ...... _ '.ia. a At.A - V...w_.....tt CT ENGINEERING Structural and Civil Engineers losomere.4.1•• U • 'Prolee t• Date. 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285.4512 FAX: Client: Page Number (206) 285.0618 .3, z STRUCTURAL CALCULATIONS BOEING EMPLOYEES CREDIT UNION . TUKWILA, WA C A P P ( 1 9F R T O I V I t i ) JUL .2 1996 BUIL ING DIVISION RECEIVED CITY OF TUKWILA JUN 1 4 1996 . PERMIT CENTER VIVCOMANNWHOM,OA.M.., , Arliftf....31 , CM11 , $ . ntittraMMV* 7 .PYAMtVerbi" 4 1 , 1 LO% I N Sr' DL( = . . . 2.6 GA. -?7/" .5-rt..,17 . cil-G ,1 ( iPTh ctvo Lc/ t 2. I oP.eF FIX' dro i0- 4-so Is z- ) °` 3 vc7c 2 s s - • . Pam .0 1 / - 4 20 GA STu:, @ ti Structural and Civil Engineers U Date. Page Number 180 NIcketson Si. Suite 302 Seattle, WA 98109 (206) 285.4512 FAX: (206) 285.0618 ...,21 ENGINEERING Structural and Chill Engineers 180 Nickerson St. Suite 302 Seattle, %VA 98109 (206) 285.4512 FAX: Page Number (206) 285.0618 CT ENGINEERING Prolect• l aa - e Client: tk) WO R 0 N mire_ CalGg. 6 1 k)c. $07 1 ib'z Stitt-kg- ) 17)9 ftne- 112)sl • 1237-0"# c9 6 IS" 05' 5 7" 14-{ (-)-3 ( FR6EID 0 I IJSPE. qie.14 )t P t4o 4 t - r o r? a- 17 I- 1 / 4 Y qO teq 44-o *v U rizAme 4 U riZA14 57 1 ¥ 7o TL- S(44) "T70 Pt'" . 7 1 0 (1 = 17?W 17;37-0 o szt-.4 uc 6 .fr ro-v 13f24tr etAP-pe(26 TO-P U 5114 Pot.) L-TT 2 5 17( ( " 1 t—T LAZ eiA- HoP rroa...5 V Ai_ us i to 1 /44-'s ED-4 P,cv Structural and Civil Engineers Dare • 4 =' h 3 180 Nickerson St Suite 302 Seattle, WA 98109 (206) 285.4512 FAX: Page Number (206) 285.0618 ENGINEERING I • Project: Client: e•nst 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-4512 FAX: Page Number (206) 285.0618 Structural and Civil Engineers 6 la 11 z-( . . • GON C-1z. 5 ( 17 2.c) L 0 CPeTVP F F 1-4 o I TDR-S , 014e epr r"..)1, • int mip0L-s- 'Sc.:12-e1v I 410 Nil 2 - CASL •1/2," VON IVR. LOc'tEl MtpL. o • itJ 1) OP MON MDR- Velz-tFY + 1-T K 4-) r 2;/ 4 1 jt - "r`0 7 ' T wk Fghtim 1-4 N I TO Z I I" veRIFq I s I 1C1: (1--)1 . EMP,M 6 4 C. M.W-113e7-5 g 1 op MON rrog. - (7, 4 (t•1 _.15Erwae rgistigva . t M; To iF--A114 EeD • CT ENCIIICtERING 161w: - acrmliskeo 6 U Client: cki VO & CURUG e- MON 110 c-kz,E 6+< tmkt.,L LoT 5A-y 17*p • 71 (6 r--1) ( H 141. clo r P - I z" u c p g.% V i PA 1 C-01 S igAMT t Io o W spAr.-F e az • U 2z &A- 5174AF ()i * r 5c4?-eu) t-rro Zo GA- SIUDS V A1, = ZB 542:4O Structural and Civil Engineers ,...•••••••,...mvs...".••••■"•—•••••......•••••.......mato.....kiftmokomr•s..0 Date Itiu Nickerson St. Suite 302 Seattle, WA 98109 (206) 285.4512 FAX: Page Number: _ (206) 285.0618 GAUGE - THICKNESS, INCHES 06 SCREW DIA. = .135 IN. MIN. 08 SCREW DIA. = .161 IN. MIN. 010 SCREW DIA. .. .183 IN. MIN. 012 SCREW DIA. �, PULLOUT, LBS SHEAR, LBS PULLOUT, LBS SHEAR, LBS PULLOUT, LBS SHEAR, LBS PULLOUT, LBS SHEA• LBS 25 0.0188 37 137 N/A N/A N/A N/A N/A N/A 22 0.0283 52 161 66 194 N/A N/A N/A N/A 20 0.0346 85 207 96 251• 129 272 121 287 18 0.0451 136 274• 149 327• 184 371• 192 421 16 0.0566 183 320 184 366 241 : 499 ; 267 625 Z ` 14 0.0713 N/A N/A N/A N/A 349 517 370 657 12 0.1017 N/A N/A N/A N/A 404 547 509 718 NOTES: 1. Values for 25 and 22 gauge are based on ultimate values divided by a safety factor of three. Values for 20 through 12 gauge based on lesser of the ultimate value divided by a safety factor of 3 and the allowable bearing capacity per AISI Para. E3.3 for single shear and no washer. Pa = Fp•dia.•thickness /2.22 . Fu = 45 ksi for 25, 22, 20 and 18 gauges and Fu - 65 ksi for 16, 14 and 12 gauges. 2. Values with asterik (•) indicates bearing capacity governs. Those with N/A indicate screw is not typically used with that gauge thicknes 3. Suggested minimum of 0.50" edge margin and spacing for 06, 08 , 010 and 012 screws. Distances based on AISI paragraph E3.1 . 4. Engineer should confirm screws ultimate failure data and the appropriate factor of safety for a particular loading condition. 5. When joining materials of different gauges the value for the thinner material shall be used. A 8 0 3 0 a S o o • ii o � S a E a • U. C o • • SUGGESTED ALLOWABLE PULLOUT AND SHEAR VALUES FOR SCREWS IN POUNDS SUGGESTED ALLOWABLE FILLET AND FLARE GROOVE WELD L GAUGE 20 18 16 14 12 THICKNESS 0.0346 0.0451 0.0566 0.0713 0.1017 WELD SIZE 1/8" 118" 1/8" 1/8" 5132" ALLOWABLE LOAD 467 lb / in 609 lb / in 1104 lb/in 1390 lb / in 1983 lb / in NOTES: 1. Values may be increased by 1.33 for wind or seismic. 2. When joining materials of different gauges the value for the thinner material shall be used. 3. Values are based upon Fu, the ultimate tensile strength of the material, with the allowable load a 0.75(t11Fu)/2.5 per AISI Section E2. 4. Fy = 33 ksi and Fu - 45 ksi for 20 and 18 gauge. Fy = 50 ksi and Fu = 65 ksi for 16, 14 and 12 gauge. THIS PAGE IS NOT INCLUDED IN ICBO ES REPORT 04389P I OADS IN LBS /INCH PAGE 61 GAUGE GAUGE THICKNESS, INCHES 'DEPTH OF FASTENER IN CONC., INclIES 1500, 1600 & 1900 Series 0.140 §hank Diameter MAX. BRG. LOAD. lbs 3 3300X Series 0.170 Shank Diameter MAX. BAG. LOAD, lbs 3 `" 9100 Series „,) :205 ShanR'tliameter MAX. BRG. LOAD. lbs 3 2000 PSI / I. 3000 PSI 4000 PSI 2000 PSI 3000 PSI 4000 PSI 2000 PSI 3000 PSI 4000 PSI Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension Sheer 20 0.0346 1 -114 130 190 180 215 230 240 218 165 225 185 255 210 280 265 165 315 23( )295 ,/ 295 350 319 ~ 330 18 0.0451 1 -114 130 190 180 215 230 240 284 185 225 185 255 210 280 345 165 315 230 330 350 416 16 0.0568 1 -1/4 130 190 180 215 230 240 515 165 225 185 255 210 280 625 165 315 230 330 295 350 754 14 0.0713 1 -1/4 130 190 180 215 230 240 649 105 225 185 255 210 280 788 165 315 230 330 295 350 950 12 0.1017 1 -1/4 130 190 180 215 230 240 925 165 225 185 265 210 280 1124 165 315 230 330 295 350 1355 NOTES: 1. The tension and sheet values of Rainiest Iasleners eta per flamed Ic80 E.S. Report No. 1639 toe low veloeiry fasteners, 'SEE RAMSET IC80 REPORT FOR TENSION I SHEAR VALUES FOR OTHER PENETRATION LENGTHS. I 1 I ALLOWABLE LOADS FOR RAMSET LOW VELOCITY FASTENERS IN STRUCTURAL STEEL 1 2 4 VS. SUGGESTED MAXIMUM BEARING LOAD OF GAUGE STEEL, IN LBS 2. The suggested shear value is the lever of the shear value of the fastener and the allowable bearing ol the gauge material (see lootnote No. 4 for dutatlon of load considetations). 3. The storable bearing of lb. gauge material le per AISI Section E3 For a bolted connection per Table E3.3 -2 for a single shear connection. The allowable bearing - 2.22(IKdXFu) /2.22. Fy . 33 1st and Fu . 45 hi for 20 and 10 gauge. Fy - 501s1 and Fu - 65 hi lot 16. 14 and 16 gauge. 4. No Mcnate a permitted in values of RRamset laslerners lot duration ol loading. A 1/3 Incite,. may be applied to bearing values of gauge material per AISI M.4 and used II It Is equal to or less than Flamed% listener values. ALLOWABLE LOADS FOR RAMSET LOW VELOCITY FASTENERS IN CONCRETE 1 2 4 5 6 VS. SUGGESTED MAXIMUM BEARING LOAD OF GAUGE STEEL, IN LBS NOTES: 1. The tension and sheet values of nameel laetenere we per Rainiest ICSO E.S. Report No. 1039 lot low velocity fasteners. 2. The suggested shear value le Iha lesser of IM shear value of the fastener and the allowable basting of the gauge material (see footnote No. 4 for duration of load considerations). 3. the allowable bearing of the gauge malerlal la pet AI9I Section E3 lot a boiled connection pet Table E3.3 -2 lot a single shear connection. The allowable bearing - 2.22(1)(dXFu)/2.22. Fy - 33 hat and Fu - 45 hat lot 20 and Is gauge. Fy - 60 kit and Fu - 65 hi for 16. 14 and 16 gauge. 4. No increase le permitted In values of Rameet Iesterners lot duration of loading. A 113 Increase may be applied to beating values of gauge material per AIM M.4 and used 11111s equal to or less than Rameel lasiener values. S. Fastener shell not be drisen until the concrete has reached the designated ultimate compresses strength. a. Minimum concrete thickness is three ames the fastener penetration (depth of fastener M concrete). GAUGE 20 18 16 14 12 GAUGE THICKNESS. INCHES 0.0346 0.0451 0.0588 0.0713 0.1017 1500. 1 3l Tension 130 130 130 130 130 -.140' Shear 700 700 700 700 700 Hot 6• Shear 665 665 665 665 685 600 & 19008eries Rolled Steel Thick 1 eta 1/4' Tension 270) • 270 270 270 270 370 370 370 370 370 840 840 840 840 840 Shank Diameter nese 3,5' Tension Shear MAX. BAG. LOAD, lbs 3 X 284 515 849 925 3300X series - .170' Shank Diameter 311 Tension 85 B5 85 85 85 oiled St Tension 180 180 180 180 180 eel Thick 895 895 895 895 895 Hot R 8' Shear 820 820 820 820 820 1/4• Shear ness 3, Tension 330 330 330 330 330 5' Shear 900 900 900 900 900 MAX. BRG. LOAD, lbs 3 265 345 625 788 1124 9140K - .205' Shank Diameter 3116' Hot Rolled Steel Thickness 3/8' 112' Tension Shear Tension 480 480 480 480 480 Shear 1565 1565 1565 1585 1585 Shear 1950 1950 1950 1950 1950 Tension 550 550 550 550 550 MAX. BRG. LOAD, lbs 3 319 416 754 950 1355 • �as� .r..� HJS.�GE.LS.NOLlNGLUDFn_1N 1 FR RFP�� L4389t? I ANCHOR OIA. (Inches) DEPTH EMBED. (Inches) I', a 2000 pal /', a 2000 psi '. a 3000 psi r, a 1000 psi r , a 6000 pal Tension Shear Tension Shear Tension Sheer Tension Shear With' Sp. Insp. Without' So. Insp. With" Sp. Insp. Without' Sp. Insp. With' So. Insp. Without' Sp. Insp. With' So. Insp. Without' Sp. insp. I/4 l' /K 250 I25 400 310 155 400 360 130 400 440 220 400 1 /4 2 515 265 400 550 230 400 590 295 400 62.5 315 400 '/, 3 625 315 400 625 315 400 625 315 400 625 315 400 3 /K 1 /4 500 250 925 615 310 975 710 355 1.025 800 400 1.025 3 /4 2'/2 1.125 565 1.100 1.210 605 1.100 1.290 645 1.100 1,450 725 1.100 '/K /_ 4 2'/, 1.250 1.1 00 625 1.100 1.300 650 1.100 1.350 675 1.100 1.450 725 1.100 550 1.810 1.230 615 ' 1.340 1 .365 680 1.840 1.625 815 1.840 T/,. 3 L750 875 1.340 2;000 1.000 1.840 2250 l.(5 • 1.840 2.625 00.315 1.840 I /: 6 1.950 975 1.840 2.165 1.080 1.840 2.375 1.190 1.840 2.625 1315 1.840 _ '"�/ 2 1.500 750 2.875 1.750 ( 875 2.875 2.000 1.000 2.875 2.500 1.250 2.375 k 7" 4 2.250 1.125 3.125 2.670 1J35 3.125 3.090 1S45 3.125 3.925 1.465 3.123 / 7 3.000 1.500 3.125 3.250 1.625 3.125 3.500 1.750 3.125 3.925 1.965 3.125 3 /3 3 1.350 925 3.875 2.175 1.090 3.875 2.500 1.250 3.875 3.000 1.500 3.375 3 / 4 4 2.750 1.375 4.225 3.875 1.940 4.225 4.500 2. 4.225 5.500 2.750 4.225 . 3 /4 8 3.750 1.875 4.225 4.625 2315 4.225 5.500 2.750 4225 � 5.925 2.965 4.225 1 4 3.125 1.565 6.625 3.800 1,900 7.125 4.375 2.190 7.625 5.250 2.625 8.625 1.465 6 5.000 2.500 8.625 5.815 2.910 8.625 6.625 3.315 8.625 8.250 4.125 8.625 1 I 1 9 6.250 3.125 8.625 7.190 3.595 8.625 8.125 4.065 8.62.5 10.000 5.000 8.625 ANCHOR WA. (Inches) DEPTH EMBED. (Inches) I', a 2000 pal r', a 3000 psi /', s 4000 psi /'. s 6000 psi Tension Shear Tension Shear Tension Shear Tension Shear With' Sp. Insp. Without' Sp. Insp. With' So. :nap. Without' Sp. Insp. With" Sp. Insp. Without' Sp. Insp. With" Sp. Insp. Without' Sp. Insp. '/4 I' /K 300 150 525 315 156 540 325 165 550 350 175 550 I/ 2 440 220 550 520 260 550 520 260 550 520 260 550 I/ 3 520 260 550 520 260 550 520 260 550 520 260 550 3 41 1 /t 400 200 825 460 230 950 515 260 1.075 625 315 1.150 3 / K 2 875 440 1.250 1.025 515 1.250 1.175 590 1.250 1.350 675 1.250 3 /1/ 4'/4 1.000 500 1.250 1.250 625 1.250 1.350 675 1.250 1.350 675 1. '/- 2 800 400 1.700 1.000 500 1.740 1.200 600 1.775 1.2.50 625 2.085 . I /_ 3'/_ 1.350 62.5 2.085 1.625 815 2.085 2.000 1.000 2.085 2.250 1.125 2.085 1 /, 6 1.375 690 2.085 1.765 880 2.085 2.150 1.075 2.085 2.550 1.275 2.085 3 /s 2 1.175 590 2.625 1500 750 2.375 1.700 850 3.12.5 1.800 900 3.125 .3/ti 4 1.750 875 3.125 2.250 1.125 3.125 2.750 1.375 3.125 3.000 1500 3.125 3 /K 7 2.250 1.125 3.125 2.825 1.415 3.125 3.425 1.715 3.125 3.425 1.715 3.125 3 /4 3' /, (.450 725 2.700 1.825 915 3,100 2.200 I 1.100 3.500 2.450 1.225 4.500 . 4 2.350 1.175 4.225 3.050 1.525 4,365 3.625 I 1.815 4.500 4.375 2.1 90 4500 3 /, K 2.750 1.375 4.501 3.625 1.815 4,500 4.250 2.125 4500 4.300 2.400 4300 I 4 2.925 1.465 5.701 3.625 1.315 6.350 4.325 2.165 7.000 4.500 2.250 7.0(X) 1 6 4.125 2.065 7.0(X) 6.(x() 3,0)0 7.000 6.750 3.375 7.000 6.875 3.40 7.000 I 9 5.250 2.625 7.000 7..00 3.750 7.0(X) 8.300 4.400 7.000 8.800 4.400 7.000 3 of 4 TABLE NO. I1 - KB - II CARBON STEEL ALLO14/AB4E TENSION AND SHEAR VALUES (In Pounds)'.' Report No. 4627 tTheitabulated tension and shear values are for anchors installed in stone - aggregate concre e having the compressive strength at the time of installation. Concrete aggregate must comply with U.B.0 Standard No. 26 -2. 2 These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 3 These tension values arc only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. 'The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced 50 percent. Linear interpolation m��a --y .. be used for intermediate spacings. TABLE NO. III - AISI 304 AND 316 STAINLESS STEEL KB - II ALLOWABLE TENSION AND SHEAR VALUES On Pounds)T' Me tabulated tension and shear values are for anchors installed ins one - aggregate concrete having the compressive strength at the time of installation. Concrete aggregate must comply with U.B.C. Standard No. 26-2. =These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 1 f)iese tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. 'The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for I(X) percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced 5(1 percent. Linear interpolation may be used for intermediate spacings. MODEL NO. MATERIAL :.• . r DIMENSIONS .` ..• "; " FASTENERS - AVG ULT UPLIFT ALLOWABLE UPLIFT LOADS (133) DEFLECTION AT HIGHEST ALLOWABLE DESIGN LOAD STRAP PLATE w ' ,, L . ANCHOR BOLTS NAILS BOLTS NAILS BOLTS OTy DIA Ina., 16 ga 3 ga 1 1918 3 /4_ 8 -16d stiKERS 10-16d — — — — 75 . 0._.,,.— ' _ 4250 9333 8733 1205.-- 1 .- .. .,Q,Q9, . 0.269 LT 12 qa 3 ga N NI 20 / LTT2OB 12 ga 3 ga 20 3 % , � 2' 10 -16d ' 1750 1220 0716 MTT22 12 ga — 212 21 % 30 -16d SINKERS — — 13000 4800 — 0.087 HTT22 11 ga — 21/2 21 s /e 32 -16d SINKERS — — 13150 5250 — 0.087 MTT28B 12 ga 7 ga 2 27 3 /4 24-16d 4 1 — 4455 2150 0.125 SI Patent Pending MTT22 (HTT22 similar) Typical LTT19 Installation (LTT20 similar) Typical RP6 Installation LOAD TRANSFER PIATE— WASHER NOT REQUIRED Typical MTT28B Installation as a Holdown RP6 20 C Copyrght 1994 SIMPSON STRONG•TIE COMPANY. INC. MTT28B U.S. Patent 4,744,192 •■' 1. Allowable loads for MIT and HIT a e based on the lower of the 1991 NDS fastener values or the ultimate load on a steel test jig divided by 2.5. 2.16d sinkers (9 ga x 3'14") or 10d commons may be substituted for the specified 16d commons at 0.85 of the table loads. 3.The designer must sped)/ anchor bolt type, length and embedment. LTTIM TTIHTT TENSION T IES MTT22 and HTT22 are single -piece formed tension ties — no rivets, and a 4 -ply formed seat which won't unfold during loading. No washers are required. Ideal for retrofit or new construction projects, tension ties provide high strength, post- pour, concrete -to -wood connections. The LTT19 Light Tension Tie is designed for 2x joists or purlins, the LTT20 is for nail -on applications, and the LTT2OB is for nail or bolt -on applications. The 3" nail spacing makes the LTT20 and LTT2OB suitable for wood I- joists if 10d commons are substituted for the specified 16d's. Use the MTT28B Medium Tension Tie for a heavier connection. MATERIAL: See table FINISH: Galvanized. MTT28B may be ordered HOG; check factory for availability. INSTALLATION: • Use all specified fasteners. See General Notes. • Use the specified number and type of nails to attach the strap portion to the bottom or side of purlin or • beam (minimum 4x member, except LTT19). Bolt the base to the wall or foundation with a suitable anchor; see table for the required bolt diameter. ▪ The MTT22 and HTT22 can have a maximum offset of 2" from the stud face to the centerline of the . . ... anchor bolt. • • Do not install tension ties raised off the mudsiil. • See Epoxy -Tie Adhesive System, page 14 for tested, load -rated epoxies. CODES: BOCA, ICBO, SBCCI No. NER -393; City of LA No. RR 24818 (LTT series and MTT28B). RP6 RETRO PLATE 4. Allowable loads have been increased 33% for wind or earthquake loading with no further increase allowed. 5. Bolt values are based on a minimum lumber thickness of 112 ". Heavy steel plate fits on the outside of masonry buildings and helps tie the walls to the roof or floor structure with a 3 /4" diameter bolt. MATERIAL: 3 / " steel FINISH: Simpson gray paint. Optional hot - dipped galvanized finish; see Corrosion- Resistance, page 5, and specify HOG. INSTALLATION: Use a 3 /4" diameter rod. • GA DEPTH ' On.) Fy (XSI) WT. (PLF) GROSS SECTION PROPERTIES EFFECTIVE SECTION PROPERTIES NET AREA 1 (in '2) MOMENT Ma 'n. -Ibe) TORSIONAL SECTION PROPERTIES AREA In S■ ra ly (tn,'2) (i.'4) (m.'3) (in.) (m.'4) Sy ry (in.-31 On.) AREA (in.'2) (a (rn.•4) Se (m,•3) re (in.) Cer (in.•61 J („'4) Xo 0n.) Ro m.) a In (in.'4) 1.625 re (.n.) 0.52 0.1540 0.0605 0.0744 0.6266 0.0331 0.0432 0.4634 0.1498 0.0702 0.0831 0.6752 0.1281 ` 0.0165 0.00004 1.1335 1.3984 0.3430 0,0422 . 2.500 0.5061 0.63 0.1842 0.1773 0.1419 0.9812 0.0386 0.0458 0.4577 0.1801 0.1671 0.1436 1.0077 0.1323 I 0.0458 0.00005 0.9958 1,441e 0.5527 0 N ,3.500' 0.1936 .03.4_.0 ,.2 _0, 3960,.0,227 0.0476_0 .0.2147 . 0.4077, 0.2238 0.1350 0.1689' ' 6 10.0962 0.00007 0.8790 0,9937 0.2176 0.00006 '3:625 1,5936 0.78 0.2232 - 0.4329 0.2368 1.3926 0.0535 0.0478 0.4415 0.2190 0.4426 0.2347 1.4054' 0,1713' 0.2437 0.1041 0,00007 0.8685 1.7115 0.7437 0,4351 4.000 1.3810 0.80 0,2361 0.5482 0.2741 1.5238 0.0445 0.0483 0.5355 0.2320 0.5580 0.2683 1.5372 0.1842 0.1302 0,00007 0.8314 1,8011 0.7669 0.2551 6.000 0.0557 1.04 0.3053 1.4651 0.4887 2.1913 0.0498 0.0499 0,0437 0.3012 1.4756 0.4754 2.1986 0.2534 4150 0.33(5 0,00010 0.6468 2.3038 0.9111 2.500 0,2390 0.2236 0.1805 0,9776 0.0500 0.0601 0.4575 0.2390 0.2363 0,1907 0.9965 0,1714 3570 0.0819 0.00012 1.0228 1.5008 0.5355 4630 3.500 0.00008 0.2841 0.5096 0.2913 1,3396 0.0560 0.0626 0.4434 0.2841 0.5226 0.2986 1,3562 0.2165 5580 0.1267 0.00015 0.9015 1.6879 0.7117 0.4511 3.625 1.5578 0.2898 0.5549 0.3062 1.3839 0.0566 0.0626 0,4419 0.2698 0.5676 0,3132 1.3996 0,2222 5420 0.1392 0.00015 0.8886 1.7157 0.7316 0.2521 1.000 0.1953 0,3067 0.7038 0,3519 1.5149 0.0583 n A a n a 0 0 n 0 0.0634 0.4359 0.3087 0.7165 0.3583 1.5286 0,2390 6540 0.1737 0,00016 0.8523 1.8036 0.7767 1.8136 6.000 0.3969 1.6912 0.6304 2.1830 0.0649 0.0656 0.4044 0,3969 1.9040 0.6347 2.1903 0,3293 10350 0.4409 0.00022 0.7031 2.3357 0.9094 1.3723 8.000 5950 0,484) 3.8724 0.9681 2.8197 0.0891 0.0668 0.3766 0.4871 3.8853 0.9713 2.8243 0,4)65 14190 0.8607 0.00028 0.6009 2.9120 0.9574 00733 10.000 0,4918 03773 6.8276 1.3655 3.4491 0.0719 0,0676 0.3530 0.5195 6.6407 1.1831 3.4424 0.5097 18090 1.444? 0.00035 0.5257 3.5002 0,9774 12.000 0.3198 0.6675 10.9375 1.8229 4.0480 0.0740 0.0682 0.3330 0.5446 10.7222 1.3945 4.0080 0.5999 22060 2.1991 0.00041 0.4678 4.0589 0.9667 0.00017 2.500 50 0.3025 0.2810 0.2246 0.9639 0.0642 0.0786 0.4607 0.3025 0.2970 0.2376 0.9909 0.2176 6730 0.0627 0.00023 1.0482 1.5142 0.5208 2.0157 3.500 50 0.3591 0.6386 0.3650 1,3338 0,0720 0.0877 0.4478 0.3591 0.8347 0.3741 1.3503 0,2742 10640 0.1694 0.00029 0.9235 1.8963 0.7034 1.0187 3.625 SO 0.3661 0.6955 0.3837 1.3783 0.0726 0.0820 0.4459 0.3661 0.7115 0.3925 1,3940 0.2612 11110 0.1630 0.00030 0.9106 1.7237 0.7209 0 4,000 50 0,3874 0.8832 0.4416 1.5100 0.0751 n 0 0 0 a N n_ 0 n 0.0829 0.4402 0.3874 0.6992 0.4496 1.5235 0.3025 12490 0.2277 0.00032 0.8734 1.8104 0.7673 19080 6.000 50 0.5006 2.3804 0.7935 2.1807 0.0838 0.0856 0.4092 0.5006 2.3965 0.7986 2.1880 0.4157 19890 0.5733 0.00054 0.7208 2.3397 0.9051 0.3779 5.000 50 0.6138 4.8768 1.2197 2,8194 0,0693 0.0874 0.3815 0,6138 4,8950 1.2237 2.8240 0.5289 27340 1.1161 0.00056 0.6162 2.9155 0.9553 0,3169 10,300 50 0.7270 6.8046 1,7209 3.4404 0.0931 0.0884 0.3579 0.6619 8.6210 1.5139 3.4436 0,6421 34910 1.6712 0,00069 0.5394 3,5039 0.9783 1.6286 12,000 50 0.3402 13.7844 2.2974 4.0506 0,0959 0.0691 0.3378 0.6936 13,6812 1,7834 4.0353 0,7553 42610 2.8479 0.00081 0.4801 4.0778 0.9861 14 3.500 50 0.4515 0.7934 0.4533 1.3256 0.0899 0.1030 0. 0.4515 0,8135 0.4648 1.3423 0,3446 13500 0.2135 0.00056 0.9292 1.6924 0.6985 14 3,625 50 0.4604 0.8643 0.4769 1.3702 0.0909. 0.1034 0.4143 0.4604 0.5655 0.4680 1.3860 0.3535 14120 0.2305 0.00060 0.9158 1.7196 0.7164 14 4.000 50 0.4872 1.0991 0.5496 1.5021 0.0937 0,1044 0,4386 0.4872 1.1193 0.5598 1.5157 0.3803 15990 0.2865 0.00064 0.8762 1.8058 0.7635 14 6.000 SO 0.6269 2,9757 0.9919 2.1738 0.1048 3 N a. O N 0.1061 0.4079 0.6298 29959 0.9986 2.1811 0.5220 26030 0.7194 0.00089 0.7241 2.3341 0,9038 14 8.000 50 0.7724 6.1117 1.5279 2.8130 0.1116 0.1102 0.3804 0.7724 6.1321 1.5330 2.6177 0,6655 36210 1.3998 0.00113 0.6186 2.9096 0.9548 14 10.000 50 0.9150 10.7924 2.1585 3.4355 0.1166 0.1115 0,3569 0.9150 10.8130 21626 3.4377 0,6061 46530 2.3470 0.00137 0.541• 3.4983 0.9760 14 12.000 50 1.0576 17.3030 2.8836 4.0449 0.1201 0.1124 0.3370 0.9779 17,3239 2.5769 4.0473 0,9507 57030 3.5726 0.00181 0.4816 4.0898 0.9861 I N N N N N N N 3,500 SO 2.18 0,6412 1.0971 0.6269 1.3081 0,1251 0.1461 0.4417 0.6412 1.1258 0.6433 7,3250 0.4887 18770 0.3034 0,00168 0.9364 1.6827 0.6890 3.625 50 2.22 0.6539 1.1966 0.6602 1.3528 0,1265 0.1466 0.4399 0.6539 1.2254 0.6761 1.3689 0,5014 19770 0.3273 0.00170 0.9247 1.7095 0.7074 5.000 SO 2.35 0.6921 1.5264 0.7632 1.4652 0.1306 0.1482 0.4344 0.6921 1.5552 0.7776 1,4991 0.5396 22850 0.4057 0.00186 0,8862 1.7948 0.7562 6.000 50 3.04 0.8955 4.1726 1.3909 2.1587 0.1565 0,1536 0.4045 0,6955 4.2015 1.4005 2.1661 0.7430 38950 1.0132 0.00256 0,7292 23211 0.9013 8.000 50 3,75 1.0989 8.6096 2.1524 2.7992 0,1565 0.1566 0.3773 1.0989 6.6388 2.1597 2.6038 0.9464 55570 1.9695 0.00326 0.6224 2.8967 0.9538 10,000 SO 4.43 1.3323 15.2442 3.0489 3.4215 0.1633 0.1565 0.3542 1.3023 15.2738 3.0548 3,52 1,1198 72530 3.3022 0.00396 0.5442 3:4857 0.9756 12,000 50 5.12 1.5057 24. 5.0806 4.0325 0.1664 0.1599 0.3344 1.5057 24.5(33 4.0855 4.0349 1.3532 89780 5.0281 0.00466 0.4841 4.0776 0.9859 GA DEPTH (in.) Fy (XSI) WT. (PLF) GROSS SECTION PROPERTIES EFFECTIVE SECTION PROPERTIES NET AREA 1 (in. MOMENT Ma (in._Ibi) TORSIONAL SECTION PROPERTIES AREA (in.'2) In (in.'4) Se (In.'3) ix (in,) ly (in.'4) Sy (in.•31 ry (in.) AREA (m.'2) In (in.'4) Se fin . 31 re (.n.) Cw (in,'6) J (n.'4) Xo (In.) Ro (in,) A 1.625 0.56 0,1633 0,0746 0.0916 0.6760 0,0422 0.0508 0.5061 0.1542 0.0756 0.0838 0.6814 0.1374 1610 0.0267 0.00005 1.2621 1.5216 0.3120 2.500 0.66 0.1936 0.1911 0.1529 0.9938 0.0493 0.0540 0.5045 0.1845 0,2006 0.1449 1,0186 0.1417 2670 0.0594 0.00006 1.1169 1,5936 0.5088 O N 3.500 0.75 0,2282 0.4254 0.2437 1.3651 0.0551 0.0562 0.4913 0,2191 0,4351 0.2260 1.3810 0.1763 3990 0.1239 0.00007 0.9920 1.7699 0,6859 3.625 0.79 0,2325 0.4623 0.2551 1.4102 0.0557 0.0564 0.4894 0.2234 0.4721 0.2370 1.4250 0.1806 4150 0.1340 0.00007 0.9786 1.7966 0.7033 4,000 0.53 0.245S 0,5842 0.2921 1,5428 0.0574 0.0570 0.5835 0.2364 0.5940 0.2710 1.5556 0.1936 4630 1.6722 0.00008 0.9407 1.8811 0.7499 6,000 1.07 0.3147 1.5580 0.5160 2.2160 0.0640 0.0591 0.4511 0.3026 1.5578 0.4735 2.2250 0.2628 7170 0.4240 0.00010 0.7833 2.4016 0.8936 0.2521 0.2441 0.1953 0.9839 0.0656 0.0718 0.5061 0.2507 0.2568 0.2037 1.0092 0,1645 3820 0.0620 0.00013 1.1528 1.8136 0.4896 0,2972 0.5470 0.3126 1,3567 0.0724 0.0748 0,4937 0,2958 0.5597 0.3171 1.3723 0.2296 5950 0.1686 0.00016 1.0228 1.7813 0.6703 0.3028 0.5949 0.3282 1.4016 00733 0.0751 0,4918 0,3015 0.6076 0.3323 1.4164 0.2352 6190 0.1821 0.00016 1.0089 1.8072 0.6884 0.3198 0.7528 0.3764 1.5344 0.0755 0.0759 0.4861 0.3164 0.7655 0.3795 1.5473 0,2522 6940 0.2267 0.00017 0.9695 1.8695 0.7367 O O O O 0 0.4100 2.0039 0.6680 2.2109 0.0845 0.0787 0.4541 0.5086 2.0157 0.6670 2.2179 0,3524 10950 0.5712 0.00023 0.8068 2,4033 0.6874 0.5002 4.0748 1.0187 2.8543 0.0903 0.0803 0.4248 0.4986 4.0877 1.0147 2.8588 0.4326 14990 1.1127 0.00029 0.6935 29722 0.9456 0.5904 7.1460 1.4292 3.4792 0.0943 0.0813 0.3996 0.5307 7.1590 1.2342 3.4823 0.5228 19080 1.6667 0.00035 0.6095 3.5577 0,9707 0.6806 11,3979 1.6997 4.0925 0.0972 0.0820 0.3779 0.5564 11.1908 1.5561 4,0551 0.6130 23240 2.8442 0.00042 0.543 4.1089 0.9825 2.500 1,08 0,3169 0.3038 0.2430 0.9761 0.0827 0.0936 0.5093 0.3176 0.3197 0.2544 1,0013 0.2340 7230 0.1096 0.00025 1.1792 1.6286 0.4758 3.500 1.28 0.3755 0.6645 0.3913 1.3505 0.0930 0.0975 0,4977 0.3742 0.7008 0.3961 1.3681 0.2906 11350 0.2217 0.00031 1,0461 1.7911 0,6589 3,625 1.30 0.3826 0.7451 0.4111 1.3956 0,0941 0.0979 0,4959 0,3813 0.7610 0.4174 1.4104 0.2977 11540 0.2393 0.00032 1.0318 1,8165 0,6774 4,000 1.37 0.4038 0.9440 0,4720 7.5290 0.0971 0.0969 0.4903 0,4025 0.9600 0,4777 1,5419 0.3)89 13300 0.2969 0.00034 0,9916 1,8977 0.7269 a 6.000 1.76 0.5170 2.5207 0.5402 2.2081 0,1089 0,1026 0.4589 0.5157 2.5367 0.8409 2.2151 0.4321 21100 0.7416 0.00046 0.6251 2. 0.6526 8.000 2.14 0.6302 5.1313 1.2826 2.8535 0.1164 0.1046 0.4298 0 6289 5,1475 1.2504 2.6580 0.5453 28950 1.4404 0.00058 0.7096 2.9760 0.9431 10. COO 2.53 0.7434 9.0023 1,8005 3.4800 0.1217 0,1080 0.4046 0.6765 9.0186 1,5822 3.4831 0.6565 36900 2. 0,00070 0,6239 3.5616 0.9693 12.000 2.91. 14.3600 2.3933 4,0945 0.1256 0.1069 0.3829 0.7093 14,2506 1.8656 4788 0.7717 44980 3.6759 0.00082 0.5574 4.1345 0.9616 3.500 0.4736 0,8531 0.4875 1.3422 0,1173 0,1245 0.4977 0.4736 0.8733 0,4990 7,3579 0.3667 14520 0.2847 0.00062 1.0588 7,7924 0.6510 3.625 0,4825 0.9287 0.5124 1.3874 0.1187 0,1250 0.4960 0.4825 0.9488 0 5235 1.4023 0.3756 15180 0.3069 0.00064 1.0443 1,8174 0.6696 a 0.5093 1.1764 0.5892 1.5212 0.1225 0.1263 0.4905 0.5093 1.1965 0,5993 1.5341 0.4024 17170 0,3500 0.00068 1.0035 1.6976 0.7204 6.000 N N 0.6519 3.1604 1.0535 2.2019 0.1377 0.1310 0.4596 0.6519 3.1807 1.0602 2.2089 0.5450 27550 0.9439 0.00092 0.8345 2.4056 0.6797 8.000 0.7945 6.4462 1,6116 2.8485 0.1474 0.1337 0.4308 0.7945 6.4666 1,6167 2.8530 0.6876 34650 1.8301 0.00117 0.7176 2.9732 0.9418 10.000 0.9371 11,3209 2,2642 3.4758 0.1542 0.7354 0.4056 0.9371 11.3415 2.2643 3,4790 0,8302 49580 3.0655 0.00141 0.6309 3.5589 0,9688 12.000 1,0797 18,0696 3.0116 4.0910 0.1592 0.1366 0.3640 1.0014 18.0905 2,7061 4,0934 0,9728 60670 4.6672 0,00165 0.5636 4.1499 0.9616 12 3.500 00000 N a 2,27 0.6666 1.1705 0,6688 1.3251 0,1589 0.1701 0.4862 0.6666 1,1992 0.6652 1.3412 0,5141 20020 0,3857 0,00177 1.0489 7.7712 0,6493 72 3.625 2.31 0.6794 7,2755 0,7038 1,3703 0.1608 0.7708 0.4865 0.6794 1.3043 0.7196 1.3856 0.5269 21070 0.4159 0.00182 1,0343 1,7962 0,6664 12 4.000 2.44 0.7175 1.6230 0.8115 1,5041 0,1661 0.1727 0.4611 0.7175 1.6515 0.5259 1.5173 0.5650 24300 0,5150 0.00195 0,9931 1.8761 0,7198 12 6.000 3.13 0,9209 4.3937 1.4646 2.1644 0.1869 0,1794 0.4505 0.9209 4.4226 1.4742 2.1915 0.7684 41130 1.2620 0.00265 0.8236 2.3651 0.6807 12 6.000 3.62 1.1243 9.0061 2.2515 2,8303 0.2002 0.1832 0.4220 1,1253 9.0353 2.2586 2.8349 0,9718 58470 2,4905 0.00335 0.7069 2,9520 0,9427 12 10,000 4.51 1.3277 15.8670 3.1734 3.4571 0,2094 0.1856 0.3971 1.3277 15.8965 3,1793 3.4602 1.1752 76,40 4. 1776 0.00405 0.6207 3.5376 0,9692 12 12,000 5.21 1.5311 25 3832 4.2305 4.0717 0.2161 0.1872 0.3757 1,5311 25.4131 4.2355 4.0741 1.3786 94080 6.3666 0.00475 0.5540 4. 1267 0.9820 PAGE 6 TABLE N , ? VI ' SECTION PROPERTIES F R SS ) HS SECTIONS 2 3 4 5 6 SS SECTIONS (1 -1/4" FLANGE) PHYSICAL AND STRUCTURAL PROPERTIES (PER 1991 UBC STANDARDS No. 27 -9) HS SECTIONS (1 -3/8" FLANGE) PHYSICAL AND STRUCTURAL PROPERTIES rEiR 1991 UBC STANDARDS No. 27 -9) NOTES 1. Nal cross - sectional area is based on removal of web punchoul malelral. See 'lure on page 2. 2, All properties an based on the ellectrve cross- sectional area. unless noted atheism's. 3. The nit ratio may *acted 200. In this case. web s'lleners are rammed at points 01 concentrated loads and and reactions. Web stdlener design is to be in accordance with 1991 U.B.C. Standard No. 27 -9. 4 Assumes gully braced Mandel and bending only. for other conditions allowable bending strtl6ss shall Os reduced in accordance with 1991 U.S.0 Standard No. 27 6, 01056 11611011 properties Olee6 on 586110n will, punc110u1 per figure On page 2. EI(eclive suction properties bond on lull 61966 $1611041, 6. Steller Stud - SS with a 1.1/4'1694 used Pnmaruy as a wall slud and may 04 used as a chlrnq or 11001 total. S16e141 Stud - HS with a ) -316• leg is used ptimaldy as a wall Mud and may be wed as a coring or Moor lust 55 and MS studs are punched a1 2-0' O.C, for all gauges escepl 12 gauge. SS and MS sections may be arrived unpunched. City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #696-0169 (510) Dear Sir: June 27, 1996 Re: Boeing Employees Credit Union - 12770 Gateway Drive The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 4.1.3.2.1) 2. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. All new fire alarm systems or modifications to John W Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 57544139 City of Tukwila Page number 2 Fire Department Thomas P. Keefe, Fire Chief existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 4. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall he identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFO Standard 10 -1) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) .575-4404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 10A -4 -4) 5. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 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. 6. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1013.1) When exit signs are required by The Building Code (see U.B.C. section 3314(A)), additional approved low level exit signs which are internally or externally illuminated, or self - luminous shall be provided in all interior exit corridors serving guest rooms of hotels in Group R, Division 1 occupancies. The bottom of the sign shall not be less than 6 inches or more than 8 inches above the floor level. For exit doors, the sign shall be on the door or adjacent to the door with the closest edge of the sign within 4 inches of the door frame. (UFC 1212.6) 7. Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 375-4404 • Fax (206) 575 - 4439 Page number 4 Yours truly, c� City of Tukwila Fire Department 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. The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57544404 • Fax (206) 5754439 Bldg. CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: bU . /B • •,lv PLAN CHECK/PERMIT NUMBER: 13°1 Lv - bl PROJECT NAME: 15 l r•-) G,-.01:7 l T ON PROJECT ADDRESS: /241O ka.�,Gtc,50 / Pcs. CONTACT PERSON: 5 �"e vZ PHONE: Zoi, 344. 570o REVISION SUMMARY: ie-614 ) o - Si Z� �D Ac. 17rva E9 / �lr wa,v ,j ,6 1es � . - ache 4 G {'�'.v�� � '7P - : 'fib , 1 / i 07� SHEET NUMBER(S)(? ' /07-- "Cloud" or highlight all areas of rev and date revisions. SUBMITTED TO: CITY USE ONLY Planning Fire RECEIVED CITY OF TUKWILA JUN 1 8 1996 PERMIT CENTER PubUc:Works; 3/19/96 aiint4161414.1.1aitagoi4Z046 •Aor • 07/18/96 10:46 1,206 343 6585 LCL 3RD FLOOR DEPARTMENT OF LABOR AND INDUSTRIES . THIS C.ERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A • • ■•••••••-••••• •• • ••• • •••• ,,,, ...••••■••••••• STATE OF WASHINGTON ) COUNTY OF KING SS. . . . . 'My commission expires /-7 ?2P" Ij 002/002 07/18/96 THU 10:46 [TX/RX NO 6865] Q002 Notary Public in and for•the State of Washington. residing at' 13.:04dIee./ -J N � I Y 1. (DENO ES AREA OF WORK/ ;HI 1I J ENE) 4)169 (ThPARTIA4L FIRST FLOOR SCALE: 1/8" 1 -0" \ 0 PROJECT DATA PROPERTY ADDRESS: 12110 GATEWAY DRIVE TUKWILA, WASHINGTON 98160 TENANT: BOEING EMPLOYEE'S CREDIT UNION ARCHITECT: 425 PONTIUS AVE. N SUITE 400 SEATTLE, WASHINGTON 90109 (206)344 -0100 FAX 344 -5111 TAX NUMBER 0901230a19 LEGAL DESCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE N THE CITY OF TUCWILA, COUNTY OF KING STATE OF WASHINGTON, DEING A PORTION OF LOT 1 AS SHOW ONTHE PLAT OF GATEWAY CORPORATE CENTER, RECORDED IN VOLUME 144 OF PLATE, PAGES 23 -25. RECORD OF KING COUNTY, WASHINGTON BEGINNING At THE MOST EASTERLY CORNER OF SAID LOT 1: THENCE FROM SAID POINT OP BEGINNING, ALONG THE BOUNDRY LINE OF SAID LOT 1, 041 42459 FEET: THENCE FROM A TANGENT THAT BEARS N201514 "E, ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 16050 FEET AND A CENTRAL ANGLE OF 16 ". AN ARC LENGTH OF 240.94 FEET, THENCE TANGENT TO THE PRECEDING CURVE N4813'44'S 250.43 FEET: THENCE TANGENT TO THE PRCCEEDING COURSE ALONG THE ARC OF A CURVE TO THE LEFT HAVING.A RADIUS OF 10050 FEET AND A CENTRAL ANGLE CV 40'18'06 ", AN ARC LENGTH OF 14986 FEET, THENCE LEAVING THE BOUNDARY LINE OF SAID LOT 1, N04 "W 4160 FEET: THENCE N41 "E 36206 FEET THENCE N4013'44 'W 3100 FEET: THENCE NIed95'14 "E 33304 FEET: TO THE 5A5K OF THE DUaH'1ISH RIVER AT THE MEAN HIGH WATER LINE AS SHOWN 5e4 SAID PLAT. THENCE ALONG THE SAID BANK OF THE DUWAMIBH RIVER EASTERLY AND SOUTHERLY TO THE POINT OF BEGINNING. CODE: 1991 UDC WITH STATE CM WASHINGTON AMENDMENTS AND TUK)UILA MUNICIPAL CODE AMENDMENTS ZONE: MI LIGHT INDUSTRIAL SITE AREA: 350666 50 FT. BLDG. OCCUPANCY: B - 2, OFFICE (EXISTING) CONSTRUCTION TYPE. TYPE - 2 F.R FULLY BPRINKLERED (EXIST.) GENERAL NOTES I. ELECTRICAL, MECHANICALL, COMMUNICATIONS DATA, LIFE SAFETY AND FIRE PROTECTION SYSTEMS ARE BIDDER DESIGN, AND WILL BE SUBMITTED UNDER SEPERATE PERMIT. 2. THE DRAWING ARE ABBREVIATED BID - DESIGN CONSTRUC- TION DOCLEIENT9 WHICH HAVE LIMITED DETAILING. THIS REQUIRES A HIGH DEGREE OF CONTRACTOR INVOLVEMENT IN DESIGN RELATED ISSUES INCLUDING, BUT NOT LIMITED TO, ELECTRICAL, PLUMBING, I-EATING, VENTIALTION, CASEWORK, SHOP DRAWINGS WILL BE REQUIRED FOR ALL TRADES AND MUST BE SUBMITTED FOR OWNER APPROVAL. 3 GENERAL CONTRACTOR SHALL VERIFY OMENS PRIOR TO STARTING WORK CONSULT WITH DESIGNER REGARDING ERRORS, OMISSIONS OR CHANGES PRIOR TO PROCEEDING ON TO CONSTRUCTION. DO NOT SCALE DRAWINGS. CONSULT DESIGNER FOR ANY DIMENSIONAL CLARIFICATIONS, ERRORS, OR CONFLICTS. 4. ALL MATERIALS SHALL HAVE CODE APPROVED FLAME SPREAD RATING SMOKE DENSITY NOT TO EXCEED ALLOWABLE LIMITS. 5. OWNER TO SUPPLY SECURITY CAMERAS, MOTION DETECTORS AND ALARMS. H. VERIFY LOCATION AND QUANTITY OF EQUIPMENT SHORN PRIOR TO START OF CONSTRUCTION. 1. VERIFY ELECTRICAL AND COMMUNICATION REQUIREMENTS OF EACH PIECE CO EQUIPMENT WITH OWNER PRIOR TO START OF CONSTRICTION. CASEWORK KEY 04 01 OS SHEET INDEX 0400 MARTIAL FIRST FLOOR 001 FRAMING PLAN El 02 03 04 05 01 1 01 SELF - SERVICE /GREETER STATIONS LOAN INFORMATION STATION KID'S CORNER VIDEO WALL EXPRESS DEPOSIT PHONE KIOSK 4 CHECKWRITING STATIONS IV VESTMENT LIBRARY VIDEO NEWBLINE MONITORS SELF- SERVICE /GREETER STATIONS PLAN LOAN INFO STATION PLAN KID'S CORNER PLAN VIDEO WALL PLAN 4 DETAILS EXPRESS DEPOSIT DETAILS PHONE KIOSK 4 CHECKWRITING STATIONS INVESTMENT PLAN 4 DETAILS SELF - SERVICE STATIONS ELEVATIONS 401 TYPICAL SELF - SERVICE BAY 402 KIOSK ELEVATIONS I DETAILS FILE COPY CIT'( OP VUI(WILA JUN 1 8 1996 FERMIT CENTER SEPARATE PERMIT REQUIRED Fop: TI MEa'.t.. °:!PAL r _ .. REVISION PATE 08.12 -26 06 -14-98 0&R -S8 CITY OFTUKWILA APPROVED Jill 2 1996 DU DING DIVISION PARTIAL FIRST FLOOR FLNANCIA4 e FSION GROUP FINANCIAL DESIGN GROUP 426 POETICS AVER SUITE 400 SEATTLE WASHINGTON 38109 (206) 344 -5700 FAX (208) 344 -5717 2400 BROADWAY, Eliot 201 8 REDWOOD CITY, CA 54063 (416) 364.5284 FAX (4151 384-5286 Boeing Employees' Crdtlik Union 1277E Gateway Dave Tukwila WA 66189 I understand that the Plan Check approvals are subset to errorSand omissions and approval of ;tans does not authorize the variation oT r code ME polnallce, IFaeelpt of non tractor0 , RYedpIME .55. WIedyee. By Dale - Q,(�� Pennll No. _b_LVl O l(O q OIOO msl.lMSS OR= O®4 4717 REGISTERED AR ITECT 1HUMPSON, AIA TATE OF WASHINGTON( COMMENTS RID SET PERMIT REVISION STRUCTURAL STEEL: MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: STRUCTURAL STEEL ASTM A 36 Fy - 36 KSI CONNECTION MATERIAL ASTM A 36, Fy = 36 KSI STRUCTURAL TUBES ASTM A 500, GRADE B, Fy 46 KSI STRUCTURAL PIPE ASTM A 501, Fy . 36 K51 STRUCTURAL BOLTS ASTM A 325 -F WOOD GONNECTION BOLTS ASTM A -307 ANCHOR BOLTS ASTM A -307 WELDING ELECTRODES E7000 DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE 8TH EDITION OF THE 'RISC SPECIFICATION FOR THE DESIGN. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'. ALL WELDING SHALL CONFORM TO THE AWS DI -1 'STRUCTURAL WELDING CODE'. ALL WELDING SHALL BE PERFORMED BY WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) AND AWS CERTIFIED WELDERS. LIGHT 5A,UGE METAL FRAMING: • ALL COLD ROLLED STEEL STUDS, JOISTS AND TRACKS SHALL CONFORM TO ASTM A446 -GRADE D FOR 14 AND 16 GAUGE GALVANIZED STEEL, OR ASTM A446 -GRADE A FOR 18 TO 26 GAUGE GALVANIZED STEEL. ALL MEMBERS SHALL BE STAMPED WITH ICBO EVALUATION REPORT NUMBER. BASE METAL THICKNESS AND YIELD STRENGTH. DESIGNATIONS FOR SECTIONS REFER TO METAL STUD MANUFACTURER ?S ASSOCIATION STANDARD DESIGNATIONS (BOOIC20 REFERS TO 8' DEEP, IC SHAPE, 20 GAUGE). SCREWS SHALL MEET THE REQUIREMENTS OF AISI SPECIFICATION E4, AND SHALL BE (CB0 CERTIFIED FOR THE FOLLOWING MINIMUM ALLOWABLE LOADS (LB): N0. 8 (0 =0. 164') NO. 10 (d =0. I90') GAUGE SHEAR PULLOUT SHEAR PULLOUT 25 66 39 - - 20 164 72 _ 177 84 18 244 94 263 109 16 344 118 370 137 14 - - 523 173 POWER DRIVEN FASTENERS SHALL BE 0.140' DIA., ICBO CERTIFIED FOR THE FOLLOWING MINIMUM ALLOWABLE LOADS (LB): TENSION SHEAR PENETRATION 2000 PSI C NCRETE 90 160 1 1/4' 3000 PSI C NCRETE 115 225 1 1/4' HOT ROLLED STEEL 130 685 . .VALUES A SAME MIN. 3' OC, MIN 3' EDGE DISTANCE ..FASTENER POINT MUST PENETRATE THROUGH STEEL TO OBTAI ALLOWABLE VALUES - CONTACT MANUFACTURER I 'X' BRACE SPLICE OE-n,_ ,.� X;;;')INTSRIOR CC.R \_R 110 0 le 0.C. (INSTALL TO MISS NOW OR FLOOR TRAMP(: MINDERS) � (2)116 B 15'O.0 � o . (2)110 0 VEW. TAR -CLIP TUWGE 10 FORM KflT. TAB [ kl[g B ' W -_ 5 /� / UTAIT TRIMMER EMIT SPACE \� G \N4C 51 Ikt$ INS NIOq ' AS RECTO ®,�1TYP. LOAD BEARING I EADER N.T_S, (SINGLE TRIMMER) (J CORNER TIE 4a TYP TYP 3" BEARING MIN @ JST ONTO WALL 20 GA DIAG. MTL STRAP TYP. SEE DETAIL 1 SCALE: 1/2" = 1' -0" 1 ' TYPICAL WALL FRAMING 20 GA. 3 1/2" SS STUDS @ 16" O.C. TYPICAL WALL FRAMING 20 GA. 3 1/2" SS STUDS @ 16" O.C. DE, TGL S' D6S,. s.. 82 -DE6 20.4 6 ae framin plan automated self service 20 GA DIAG. MTL STRAP TYP SEE DETAIL 1 55 DEL 2C D4 5. DET4L 5 5 DEL -E 56 E 6 ,43. 3T3C6 framin plan REGE,VED automated self' service /loan Informa on " 4'5E11" JUN 1 4 1996 SCALE: 1/2" = I' -0" PERMIT CENTER REISION DATE 0&12 -OS FRAMING PLAN FINANCIAL DESIGN 426 PONTIUS AVE N SUITE 400 SEATTLE, WASHINGTON 85109 (208) 344-5700 FAX (2081 344-5717 2400 BROADWAY, SUITE 201 REDWOOD CRY. CA 84083 (415) 384-6284 FAX (416) 3645266 Boeing Employees' Credit Union 12770 Getaway DNYS Tukwila, WA 98188 Ir 4- - BOEING KIWI MEW CRF'DO' UNION CITY OF TUKWILA APPROVED JUL 21996 BUIL INC DIVISION COMMENTS BID SET GROUP E AFRVICF BAT PRINTER 4 MONITOR N.IC 9010 METAL DOOR 4 FRAME BY BECU CONTRACTOR BEG) LOGO 51GNAGE NIG. EXISTIrrf GREETER STATION TO BE REWORKED CABINEt1 FRAME AND COUNTER TO REMAK TO RECIEVE NEW PACE AND SIDES BAT , 4 (FUTURE) PROVIDE P'LAM !WILL T PANEL FOR FUTURE MONITOR 4 PRINTER L SEE ENLARGED PLAN DETAIL 4/1401 FOR TYP, BAY Equipment Legend 14 2. Homo Orrice requirements for each A CPU, keyboard 230 W B. 15 monitor 110 W C. Personal LJ. printer D. Fax modem E. Phone w /Epe ken F. 3 - Ice cabling G. 3 - data cabling 3. A -Lobby automated self- service stations djaunt to greeter stations: A. 2 - 2500 wall phone. B. 2 - CPUs, keyboard. (290 WI C. 2 - 20" monitor, (140 W ) D. 2 - fax modems E. 2 - HP lacer jet printers (660 W max) P. valco cabling (Incl. 4 for future teas) G. data cabling (Intl. 4 for future use) H. 2 - cloak phone I. 4 - duralrane (12W) J. 12' track w/ I6 fixulure. K 2 -well mounted fluorescent rixture L. I ,I printer M. I - HP lamer jet printer (660 W max) 4. Greeter et A. 4 - VT420 Terminate 61 W B. v cabling C. data cabling D. 4 - BECU rep. phone. E. UPS power 5. In -Lobby automated salt - service stations adjacent to loan canter, . 6°1' servloe Inveetmmt 'library': A. 2 - 2500 II phones A. 2500 wall phone Fe 2 - CPUs, keyboard. 230 C. 2 - 20" monitor. 140 W D. 2 - fax madame E. 2 - HP laser Jet printer. 660 W max F. T - voles cabling G. 6 • data cabling H. 2500 desk phone I. 4 - duralrane 12W J. 12' track w/ 9 fixtures K 2 - well mounted fluorescent fixture L. HP laser jet printer 660 W max M. TI printer 6. Loan Information center: A 2 - CPUs, keyboards 230 W B. 2 - 15" monitor 110 C. 2 - BECU rep. phones D. 3 - 2500 Beek phone. E. 9 - voice cabling F. 6 - data cabling G. UPS power 1. Prone kioeke In welting area. A. 2 - 2500 desk phones B.I -Too G. 4 - voice cabling D. 2 - data cabling b 69 B. 2500 desk phone C. 2 - CPUs, keyboard, (230 W) P. 2 - 20" monitors (140 W max, E. 4 - voice ceblIng F. 4 - data 0.611 g G. 2 - duratrens (920 W) H. 2- duralrane (12 W) 9. Kid's comer, A 2600 wall phone B. 2 - CPUs, keyboard. (230 WI C. 2 - I5" monitors (110 W max) D. I - 0010. cabling E. printer 10(IlChack wrltin dec A. 3 - durst,,,, (12 W) 12. Expreee deposit .117100: A. 2 - duratrane /9O W) 13. video wall: A. lb - 25" monitors 8. data cabling 14. ATM Jr. / POS. terminal A. 2 - data cablIng B. 2 - voice cabling 15,16411. Taller LIne A. 25" monito0 (140 W max) 33' -0" automated self service /reeter SCALE: 1/2" a I' -0" IS. In -Lobby automated self- service stations adjacent to greater stations A a. - 2500 wall B, 2. - CPU,. key d 1230 W) C. 2• - 20" monitor. (140 W max ) D. 2. - fax modem, E. 2. - NP laser Jet printer.. 660 W max F. 6 - voice cabling. (Intl. 4 for future tee) G. 6 - data cabling (Intl, 4 for future use) H. 2 desk phone I_ 4 - duralrane 12W J. IV track w/ 9 Rxture, • Include, future • Bay e4 IS. J -box for hardwire to duratran, Illuminated graphic 42" ewfaco mown) 20. J -boxes nor I. Ouadraplex power nor laser. computer 2. Data cabling 3. Phone cabling Surnace mount • 12" AFF 0x le Finish legend PL -I PL -2 PL -3 HW -1 HW -2 HW - 3 GC-1 GC -2 85 -1 95 -3 95-3 6S -5 6S-5 P -I P -2 PLASTIC LAMINATE COLOR m PLASTIC LAMINATE COLOR mJ PLASTIC LAMINATE COLOR 4 3 MAPLE SOLID STOCK 3/4x MAPLE WOOD VENEER MAPLE WALL BASE MATCH EXISTING GRANITE COUNTER SOLID SURFACE COWAN MATCH EXISTING STAINLESS STEEL BASE I "xl" STANLESS STEEL ACCENT BAND STAINLESS STEEL PERFORATED METAL 1 /4 "xO" STAINLESS STEEL SAND 5/16" R STAINLESS STEEL TRIM MOLDING PAINT FINISH PAINT FINISH ENTRANCE LOBBY X1) CITY OF YIIKWILA JUN 1 41996 PERMIT CENTER FINANCIA4 OESION 680UP 1 3 FINANCIAL DESIGN GROUP I 426 PONTIUS AVE N, SURE 400 SEATTLE, WASHINGTON 68109 (206) 344 -5700 FAX (206) 844.6717 2400 BROADWAY, SUrrE 201 REDWOOD 0101, CA 64063 (415) 364-5264 FAX (416) 564.6266 Boeing Employees' Credit Union 12770 Gateway OrTe TUkWII, WA 38165 BOEING c '.IMF ° ION REVISION DATE COMMENTS 06-12 -66 BID BET CITY OF TUKWILA APPROVED D L 21996 BULL LNG DIVISION GREETER STATION PLAN S 6 169 SCALE: 1/2" = 1' -0" rSi automated self service /loan information RECEED CITY OF T JUN 1 8 1996 PERMIT CENTER FINANCIAL 006(0N GROUP FINANCIAL DESIGN GROUP 425 PONTIUS AVE N SURE 400 SEATTLE WASHINGTON 96109 (208) 3445700 FAX M06) 544-67T7 2400 BROADWAY, SLATE 201 REDWOOD CRY. CA 84083 I, (415)384-5284 ' FAX 1415) 3648268 Boeing Employees' Credit Union 12770 5010087 Drive Tukwila, WA 98188 8®0 pe6&RMIr MINT SHIM REWSTEREIf )1 ARCHITECT E HUMPSI RIP ST ATE I OF WASHINGTON REVISION DATE 00MAQ118 06-12 -96 BID SET 08.1438 PERMIT 06-17 -88 REVISION CITY OF TUKWILA APPROVED LO. 2 1996 BU I DING DIVISION LOAN INFO STATION PLAN ExISTIN4'WAL:L TO FEMAI4. NEW TOLL HEIGHT CURV£O WALL PARTITION N401GN WALL PEMD EWEe? WALL a POOR (DASHED).: / // T/ 4'-e V2" 3' -6" kid's comer SCALE: I/2' I' -P" 139b.-0(G9 RECEIVED CITY OF TIIKWILA JUN 4 4 1996 PERMIT CENTER FINANCIAL DESIGN GR OUT 425 PONTIUS AVE 64 0550 400 SEATTLE, WASHINGTON 98106 (20e1344.6700 FAX WOO 34446717 2400. BROADWAY „ SUITE 201 REDWOOD OTT?, GA 84080 (415) 364-4244. FAX (416) 264-0266 Boeing - Employees' Credit Union 12770 Gateway Drive Tukwila, WA 96838 4717 REGISTERED I ARCHITECTS I , ;; . hA CO E THOMPSON, MA STATE OF WASHINGTON REVISION' W10 --OWL..., 00-12.06 gICIem CITY OF I WO APPROVED a 2 1996 BUI DING DIVISION r\' CORNER 10.11 P uclPSPLKP eJJu.O 1.noPPA P3onpoxial e JOU Am 2 d A . 1 1 . l. d) C UI 0.1 a_ P W § „9- sea 0311-018 3400 ® ft 0 C Q) eapt0-11.1 apj VIDEO WALL - .„. . . . .........— . —.. 4 .... 10.11 P uclPSPLKP eJJu.O 1.noPPA P3onpoxial e JOU Am 2 d A . 1 1 . l. d) C UI 0.1 a_ P W § „9- sea 0311-018 3400 ® ft 0 C Q) eapt0-11.1 apj VIDEO WALL (901&9 2 1105 SCALE: 1/2" elevation SCALE: I/2" JUN 1 1996 PERMIT CENTER F144N4M 0 (3!) PI Hf C "OV P FINANCIAL DESIGN GROUP 425 PONMUS AVE 14 SUITE 402 .., SEATTLE WASHINGTON 08109 ?; (200) 344-5700 .1 FAX (200) 344-5711 2400 BROADWAY. 0011E 201 REDWOOD cm, CA 04055 1, (415) 384-0294 2 FAX (415) 304-5200 soss....oe.e..............mo....., 7, Boeing Employees' Credit Union 12770 fia1wrtw DAva Td1611e. WA min 4717 REGISTERED 1 1 AR HITECT P SATE tift;74:141 REWS1ON Reg_ ONIMEIRO 03.12-08 DID SET CITY OF CUR WILD APPROVED J L 2 1996 BUIL ING DIVISION EXPRESS DEPOSIT DETAILS IlaeMMOSSIMOSINWIlavear•Wi 111 A— plan SCALE: I/2'' plan SCALE, 1/2" nue 1/4 CHECRSTAND CENTERPIECE 000440 TV b 010 elevation SCALE: 1/2" eI evation SCALE: 1/2" A l'-0" R ss? Ear-0 PRONE Nit- 1111 1111 14 1__ section SCALE: 1/2" EsULLNOSE CORNER 145014 3,,, , P1,1, E I ' EH CORIAN WOOD 590CIA 5 LT - 4' - elevation SCALE I/2'' 1'-0'' WOOD VENEER c •rne,,,,Ta JUN 1 4 1996 PERMIT CENTER FINANCIAL DESIGN GROUP FINANCIAL. DESIGN GROUP 426 PONTKIS AVE N, SUITE 400 SEATTLE. WASHINGTON 98103 (208) 344-5700 FAX (208) 344 2400 BROADWAY, SUITE 201 s REDWOOD COY. CA 54083 (415) 964-6284 FAX (416) 364-5208 Boeing Employees' Credit Union 12770 Gateway Dive Tukwila, WA 98188 BOEING EIVIRLOYERS: CRITUrf UNION 4717 REGISTERED I ARCHITECT I lk SCOTT E THOMPSON, RIG TATE OF WASHINGTON REVISION 0AT0 commaNra 06-1248 CID NET CITY OF TUKWILA APPROVED J L 219% BUIL NG DIVISION PHONE KIOSK CHECKWRITING STATIONS investment Library plan SCALE: 1/2 = I' -0" Ira IGP elevation SCALE: 1/2" = 1' -0" ©-■ CURVED DISPLAY ILLUMINATOR 2 SHEETS 1 /e" FLEX 2r RADIUS 9 elevation SCALE: 1/2" = 1' -0" A -A SECTION elevation /sections SCALE: 1/2" 1' -0" r 1 / X 10 '10 " B -B SECTION BROCHURE HOLDER NOVA SYSTEM 58 -3 50 -2 PL -1 HW -3 90 I CURVED DURATRAN C -C SECTION gEC5 GTV OF TUK WILA JUN 1 41996 PERMIT CENTER /104016144. 0 551 19 0 FINANCIAL DESIGN GROUP 425 PONTIUS AVE N 818TE 400 SEATTLE, WASHINGTON 08108 (208) 3445700 FAX (200) 344-5717 2400 BROADWAY, SURE 201 REDWOOD CITY, CA 94083 (415) 384-5264 FAX (415)364 -5288 Boeing Employees' Credit Union 12770 Gateway 5160 Tu0w9a, WA 981188 B()E NC, k;MPLOVEES MINT UNION REVISION 47)7 REGISTERED 1 7IN( ARCHITECT I STATE OF W WTE COMMENTS 08 -12 -90 BID BET CITY OF TUKWILA APPROVED U1 2 1996 BUIL INVESTMENT PLAN & DETAILS I - • BEL 443ERVICE [BAYS BEE 4arr. I 01 TYPICAL PLAN 4 9 -TION Information PL-2 b- 110 55-2 89-3- i4W-2 P 55-I ^ elevation CAL. E: I/2" elova tion 'ctALS, I/2" n lc 26 SIONAGENI.C. Loans R 5-3 WOOD BASE MATcj4 55415TING Self-Service Expres 304P-6gRMON OAT ItEE 9141.1441501R TYR PLAN 4 SECTION ii taitag;ithatit,f71,3 • _IIM I '. : 1401 Esomo 1201' 304 DMA-TRANS 3 1401 NEW 5/9" Gla3 130,1 SIDES OVER 3 I/3" 24 EA. METAL 9 4- .6 e 14, 00.5178500. O.C. CORI ,4ACTOR EXTERtoR TAPE I PAINT SMOOTH WALL FINISH, COLOR P-I INTERIOR TAPE I PAINT ONLY SURFACE MOAT 01454-CRONE WI BRUELIED CHRCME FRAME 3/4 MIL cHANNEL SPACER MATCH 011444-TRAN9 FRAME PININ-I 05 4451 ERIBTING WALL WOOD BASE 4.5014 (CONCEALS ELEC. CONDUIT BEHIND/ NEWT maw 5510145 W/ DURA-TRANS MANUF. NEW 5/8" 0110 BOTH HIDES OVER 3 24 yik METAL STUDS • 16 O.C. IST 13,E.C.11. CONTRACTOR :■4 CITY CVliann JUN 1 4 1996 PERMIT CENTER P106.4,0141 41411115 GaltlOP FINANCLA: DEVON GROUP 425 PONTIUS AVE N, SUM 400 SEATTLE, WASPINGTON 58512 MP 1144-5700 FAX GOO 24151 2400 rilipAOWAY, SUITE 201 REpWOOD WY, CA 94053 5551 30542E4 FAY (419130441205 .4664.6444.64.46.64 Boeing Employees' Croat Unlon 12T70 0454455y 4.51*5 T140455 WA SWISS • 1`.1141trw 50510510112' REV101454 TAPE 4 PAINT SMOOTH WALL WISH COLOR I, DATE 041 N ,,,I, 05-1240 240 11117 TAPE I PAINT ONLY ‘k r STATE OF WASHINGTON I TT E THOMPSON. AIR CITY OF TUKWILA APPROVED J L 2 1996 BUIL ING DIVI N SFIF-SERVIOE STATIONS ELEVATIONS A section SCALE: I" = I' -m" ACCESS TO WASTE BELOW COUNTER s elevation SCALE: P' = i' -m" ETE DOOR FLUSH MOUNTED UWSII CENTERED SINGLE PEN SET FLUSH MOUNTED PS5331 CALCULATOR FLUSH MOUNTED WI RAISED BASE CL5344 -RB ICETBOARD tgpica I plan SCALE: I" = I' -m" PL -2 NW -2 - 3 - 2 GL GL -I PL -I US " SAW -SERF STAIN SUBSTRATE BLACK 8S -I section SCALE: I" TRAC LIGHT PARSTAR 902 SERIES BLACK FINISH S -4 BUTT JOINT FRONT REMOVABLE WI CONCEAL FASTENER FOR REPLACEMENT T SECEIVED I of Tu1cwILA JUN 14 1996 PERMIT CENTER NHARCIA! DSSION GRC U FINANCIAL DESIGN GROUP 428 PONTIUS AVER SUITE 400 SEATTLO- WASHINGTON 38109 1205) -5708 FAX (2051 344 -8717 2400 BROADWAY, SUITE 201 REDWOOD CRY, CA 94083 (415) 304 -6264 FAX 1418) 384-6288 Boeing Employees' Credit Union 12770 Gateway Dr5e Tukwila. WA 88188 CNENT; li ? 4717 REGISTERED I ARCHITECT SCOT/ E THOMPSON, Alt STATE Of WASHINGTON REVISION DATE 08 -12 -88 CITY OF TUKWILA APPROVED J L 2 1996 BUIL ING DIVISION TYPICAL SELF - SERVICE BAY HI FINISH AI 241020° 515040E NON - ILLUMINATED 24 "x20" 8151045E NON - ILLUMINATED MONITOR I I I __ 1 I I i I I I section SCALE: I" = I' -m" ACCESS TO WASTE BELOW COUNTER s elevation SCALE: P' = i' -m" ETE DOOR FLUSH MOUNTED UWSII CENTERED SINGLE PEN SET FLUSH MOUNTED PS5331 CALCULATOR FLUSH MOUNTED WI RAISED BASE CL5344 -RB ICETBOARD tgpica I plan SCALE: I" = I' -m" PL -2 NW -2 - 3 - 2 GL GL -I PL -I US " SAW -SERF STAIN SUBSTRATE BLACK 8S -I section SCALE: I" TRAC LIGHT PARSTAR 902 SERIES BLACK FINISH S -4 BUTT JOINT FRONT REMOVABLE WI CONCEAL FASTENER FOR REPLACEMENT T SECEIVED I of Tu1cwILA JUN 14 1996 PERMIT CENTER NHARCIA! DSSION GRC U FINANCIAL DESIGN GROUP 428 PONTIUS AVER SUITE 400 SEATTLO- WASHINGTON 38109 1205) -5708 FAX (2051 344 -8717 2400 BROADWAY, SUITE 201 REDWOOD CRY, CA 94083 (415) 304 -6264 FAX 1418) 384-6288 Boeing Employees' Credit Union 12770 Gateway Dr5e Tukwila. WA 88188 CNENT; li ? 4717 REGISTERED I ARCHITECT SCOT/ E THOMPSON, Alt STATE Of WASHINGTON REVISION DATE 08 -12 -88 CITY OF TUKWILA APPROVED J L 2 1996 BUIL ING DIVISION TYPICAL SELF - SERVICE BAY HI 3 Ian L SC,ALE, e4P la n 1 ,. section SCALE. 1,-0■■ a section 1402 ScALE, t) 2-6 ',ORATING) 120010 7E1'12. 10L466 THIC2K 1 TRAY ..21C LIG147 PARSTAR 6069100 51.40K KNISH section scALE: s e cti on SCALE: TRAc. 1_10, 1041001410 902 0E1000 MACK P0104 5001 L[7,, Nic 10514106 0411)2 crrArTWLA JUN 1 4 1996 PERMIT CENTER 2.4 48) 68 00 Boeing Employeete Credit Union 12770 Gateway 01101 T36w8a, 4<18 00106 AMNON NATE 1 , 36E3 4M1r .m . Er ° k1} STATE OF WASHINGTON 1(011 1909)00< 0 002100 2 084246 610001 CITY OF TUKWILA APPROVED J 21996 BUIL ING DIVTSTO KIOSK ELEVATIONS & DETAILS FINANCIAL DESIGN (208) 3444700 N 00109 000 cnr, 06 54068 7707 sEA )21< ATE 460 426 PONTIUS AVE AVE N TFLE. WASHINGTO FAX (200) 094-0710 KATE 201 REDW FA% (415) 3844288 (4151304-6284 660ADWAY,