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Permit B94-0400 - FUTURE SHOP - TENANT IMPROVEMENT
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. B94 -0400 Future Shop 400 Strander Boulevard RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 3 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. THIS:CERTIFICATE IS UNIFORM BUILDING htR WAS IN COMPLIANCE(;!� CONSTRUCTION OR1 E CERTIFICATE OF OCCUPANCY. CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD, SUITE 100 TUKWILA, WA S,HLN.GTO.1 98168 n PU SC ANT k T H_ ...; L ° p ` fi3O otE�iF RE�?''ApEM j p uF 5s0VDN 307 OF THE `CE �, „TI,FsvING THAT AT THE -`�T'IM ' ''tl cr Ia; 41ANGE't3 °.HIS STRUCTURE TH.,THEt, VARIOUS CORD 'NANCES0OF THE CIT -Y REG'fLA1'�TING BUILDING ND�'.A�Lt' APPLICABLE ,C TY FIRE "c DES.k T�wc T F,OLLOWING: • Teti t ; ; TURE,s0 HOP F Building Addi/i 7 T `ss. 00 STRANDE,::B t. ,t r. Pac'&1 #: 022310- 0070: '`0wner`�': >::.:BES,T PROQUCTS .CO I;NC I( I PerMyi t Nth%oob94 S u i ee N O 0;,,0' 4'r J1� 00 Q Oup'anoy; STORE Occupant Gaup': B Occupant Load: ,,t 10'1' Type of ,Coast-:. iV- N{ INT ATE • THIS CERTIFICAT ST BE CONSP'IGU USLY POSTE,U,,, E PREMISES \ . e Ixit+% .•:Y -.• >r. nsr.±„er.as`nyxr;+;q • CITY. OF TUKWILA TREASURER'S CHECK 6200 SOUTHCENTER BLVD. PH. 206 -433 -1800 TUKWILA, WA 98188 '1 19 -10 30 U9 -1250 (:r 1"I' �' (�:Jilsl,.. IIWU a ,r�M,n I(!f' i..,' -111 a, - ... •,`. JJO/lll /11% rt—M '1 I :1 11 ai�� 14jr'�1 llil IOC Illl���' F i� !» rv� dutnlN n .., m�svw BANK TUKWILA•ANOOVER PARK BRANCH 131 ANDOVER PARK E, P,O. BOX 88923 SEATTLE, WASHINGTON 991 89.0923 U.B. BANK OF WASHINGTON, NATIONAL ASSOCIATION ` • City 4`;- a ukwlla DEVELOPER'S PROJECT WARRANTY REQUEST FORM yyam�, , t •:,,::� t..: : t...: , ,,•. .. :.;:i r... •,. ,. „'.'.,:.. 7T•.; : .. • .. .: ,... •,,.... .V�: ?L ... ... .... ..... ..•.. .Y. ...^*.1�:�? <.. '''''.0,..: . ;e l•i ...o ,f ,I> . i d. .'`•: 7)L NAME OF DEVELOPMENT: Fu TU K t SHOP DATE: 3 / 6 4 S' DEVELOPMENT ADDRESS: ij00 S TRA ►lJ 0e- IQ 86 V I), PERMIT NO,: 6 9 it - 01%00 CASH ASSIGNMENT ENT NAMfo: 13 a ((e r CO 115f r1A- c fit 0 ,, Co . TEL. NO. (za 8) 3 2Z- (P 8 9,51 SHALL BE REFUNDED BY MAILING TO: ADDRESS: ,7 2 7 5 Po to 'pi a c b r. (please print) CITY/STAT /ZIP a o /S e , !) 83 70 If DESORPTION OF ITEMS TO 9E COMPLM (REF> tla "-'—� "'+'-' . , . a 0.0. ... pit- u. ERE ITEM AF MBREOI; .=i,sfnll GaNR∎on Y _SY-airs oc Li- s«Q.Q. cas-t- gear 6-x7 f 1 /rSSO °-= I &Le- F .. awe ea Ivt °l -�' � �f� u.ur' �, � o,•, Cast s a 8/e, - zoo - -- Q •��� pp / n sot.t.'t-t,, c.ia((cu9a — c_t,t.f hcctc e.w.t,r% j sfa (1 a c lb 40 / 6a c 6 a-r . (Do,/ e') As the owner, or authorized agent of the owner, t hereby submit casts or cash equivalent In the amount of $ :2 (n 2.S —° ($150% of value to complete work described above) and attach supporting / documentation for value of work I will have this work carried out and call for a final Inspection by this date: ( 3 / 2. 'i 95 ), or risk having the City use these funds to carry out the wod. with their own contractor or In -house manpower. !Wall fall to carry out the work, I hereb horize the City io go onto the property to carry out completion of the above deficiencies. I further agree- o comple all work Ilst abo e prior to requesting Inspection and release of these funds. SIGNED: 1I , f TITLE: Ire / e G{' �%1(Ct ,7a it ( 4 —r errsr. . 1!.t a . R ...' {:.:.in ^ . iA ..• it ::• g' •,;,,�.,;�; ; . ; `;- :f:�.� ....! ,;��';`! THIS FUND IS AUTHORIZED TO OE ACCEPTED. SIGNED: r��� = rr7�.� :���li: -y�� I - AMOUNT: oL 6 9,,..._ ,ve- iii` • • M• CASH EQUIVALENT DEPOSITED THI DA : / �I CITY RECEIPT NO, (I 1 3,a RECEIVED Sy: , (' , ""`� , A ' f ,SSU�°!s . , Ol ' {�;,: All work Identified In Section 1 of this form has now been completed 72 HOUR NOTIFICATION FOR and retumed to department which authorized warranty. I hereby INSPECTION-AND RELEASE OF FUNDS rogues inspection and release 01 my ea-eh/cash equivalent. DEVELOPER'S REPRESENTATIVE; 'k -t -•^ /1/Lt., U(W il'Lr)(2 DATE: 5 - ('RS "flll;l'tbAl7itNftft # f �'lt+ !ltilil}.sii':r?': 1 have reviewed the above w rk and found it acceptable and therefore authorize the release of the above cash assignment. AUTHORRED BY: ..(i r-e. (---)Y- SI5 -`'.r DEPARTMENT . C lb AMOUNT: RELP_AS RE ASE Upon completion through Section 2, Finance p rsonnel shall send coplo© to: - Developer - Finance Department - Potmft Coordinator, DOD FV ';zd6-4_3(..3'6s ACC / ArA C6 kiPPP - ((6 3 46 Nec,L f72(/rs- Upon completion of entire form, Finance personnel shall sand copies to: - Developer - Finance Department - Permh Coordinator, DGO OW 1 MI *A* * * * * **'k *•k ** *** * *k*A # ***4 k *A * *:k*** * ** * *A*A* **k *****• * *A *k **AA* CITY OF 1UKiIILA,• WA TRANSMIT kA** Ak**• A*** **k ** *A #* * *** ** *k* ***• ***h•k•k. *• k *•* *. **A* * **kh *A *k•* * ** TRANSMIT Number. 9400200/ Amount: • 2,6,25.00 03/20/ x'/21 01 Payment, Methodt CHL•CI( Notation: BAKER CONSTRUCT In11: SL0 Permit No: Parcel No Site Address: 894.0400 Type 0-BUILD BUILDING PERMIT 022310-0070 400 STRANDEB IIL Total Fete; 5,143.43 This Payment 2,615.00 Total ALL Pints: 5,143.43 Balance: .00 * A * * *,t *A••M.k *A *A** * *A*o4•kit 0 * * * *AA *A•k *** * *A• *4s Aivi *•k * * *4 *A * * *,t *k *a ** Account Code Description Amount 00.0 /3E16.908 BONDS/DEPOSITS 2,6251.00 GENERA 2625.00 TOTAL 2625.00 CHECK 2625.00 CHANGE '0.00 1173A000 15:50 4. INSPECTION RECORD Retain a Copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenler Blvd., #100, Tukwila, WA 98188 MST No. (206) 431.3670 • rq - v v r ~ "410011106061-F ypo . no • . • an: C.kA/Ai/At a P Addreos400 ,5-r- R,4i'ft. -Kt., : _woe K ss v tmaK 6 • • -rl nsttuct . . • < - - "anted: am. pm. Requeder _ aniVA____iCh____16/Ageb211:1,_ 1A01.: -rya 0 Approved per applicable codes, 0 Corrections required prior to approval. COMMENTS: Eft h/7"' =— Cu T T C K � 7 -r0 • "; a: GNU , TAR J - (-neat .?b boo o) o _woe K ss v tmaK 6 L 7"' t S h Frara�al _ t re?) 49( l r o oje TO ?ice peAre Fi2LbA y. iar4 SC I r'o (_-d R. *era 31- F, iv f 3 vC'D cu'J 1Ae aniVA____iCh____16/Ageb211:1,_ ---� G'‹ --'a o c copy T(2.. kv-r Fr Ke f.r. 0 $30.00 REINSPECTION EE REOUIRED. Prior to rainspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • 3/(6 7r Aeost No.: City of (206) 431-3670 Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B94 -0400 Type: B -BUILD Category: ACOM Address: 400 STRANDER BL Location: Parcel #: 022310 -0070 Zoning: CM Type Const: V -N Gas /Elec: Wetlands: Water: N/A Contractor License No.: PRESTK061K7 Status: ISSUED Issued: 01/25/1995 Expires: 07/24/1995 Suite: Type of Occupancy: STORE Slopes: N Sewer: N/A TENANT FUTURE SHOP 400 STRANDER BL, TUKWILA, WA 98188 OWNER BEST PRODUCTS CO INC ATTN MICHAEL DISTEL, PO BOX 26303, RICHMOND VA 23227 CONTACT HOWARD TURNER Phone: 206 365 -7431 18420 24TH PLACE N.E., SEATTLE, WA 98155 CONTRACTOR PRESTON K BAKER CONSTRUCTION CO Phone: 208 322 -8898 7213 POTOMAC, BOISE, ID 83707 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: INTERIOR TENANT IMPROVEMENT. Units: 001 Buildings: 001 Fire Protection: SPRINKLERED UBC Edition: 1991 * * * * * * * * * * * * * ** Front: Left: SETBACKS .0 Back: .0 .0 Right: .0 Valuation: 350,000.00 Total Permit Fee: 2,503.43 ************************* * * * * * * * ** * * * * * * * * * * * * * * * * * * * * ** ILL rm t Center Auhori d Signature Date 1R9.5 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 b :ding permit. Signature: a..a�� Date:_L'�+2 / r' Print Name: /706617 7— P.& 5; 67/71 Title: SLIP /1) This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. CITY OF TUKWIL ' Department of Cmunity Development — Permit Centex 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER PROJECT NAME SITE ADDRESS utur.e, Jim DO 51-•arul.P w 6) SUITE NO. INSTRUCTIONS TO STAFF O 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. O 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. O 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. DEPARTM,EN' MMENTS;:.. I BUILDING - initial review FIRE PLANNING ZPUBLIC WORKS ROUTED CONSULTANT: Date Sent - Date Approved - `L`2-1/4Y INIT;-Sf(� 1 /2.305" FIRE PROTECTION: prinklers FIRE DEPT. LETTER DATED: / 2 - 2 /- r/ Detectors N/A INSPECTOR: J!-e -rsrQ ZONING: INIT: "^- 110.7115 INIT: .i )( REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- E- W- UTILITY PERMITS REQUIRED? [ J Yes ( \Nc PUBLIC WORKS LETTER DATED: IBAR/LAND USE CONDITIONS? C. )Yos C2, No 0 OTHER BUILDING - final review INIT: . INIT: BUILDING OFFICIAL ,"--7YPE OF CONSTRUCTION: 9� - / `714/1 INIT: CERT. OF OCCUPANCY? es 0 No UBC EDITION (year): Vlq REVIEW COMPLETED AMOUNT OWING: C_Sle, Ob CONTACTED j �, l..-�- I !._ms. I. ♦ • ,► '► DATE NOTIFIED fj� �j I -,D "t — " 5 BY: (init.) P r 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init." ter=cr/OEb MEM, 5bWER GtS CE/e-7,/4' Fever 1P4 /Cr9nur 01') 1131 `! y 01/08/93 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDIF PERMIT APPLICATION PLAN CHECK NUMBER DESCRIPTION BUILDING :PERMIT FEE PLAN CHECKFEE' BUILDING SURCHARGE' OTHER: SITE ADDRESS 411) ST S SUITE # VALUE OF CONSTRUCTION - $ ',E0,0 ASSESSOR ACCOUNT# 02 25 1© - c"10 PROJECT NAME/TENANT --t-r tom- StitP TYPE OF • New Building • Addition WORK: 0 Rack Storage 0 Reroof 0 Tenant Improvemen • Remodel (residential) (commercial) U Demolition (building) 0 Other DESCRIBE WORK TO BE DONE: WA. ST. CONTRACTOR'S LICENSE # EXP. DATE BUILDING USE (office, warehouse, etc.) ?C.ZPs11...- NATURE OF BUSINESS: C -M(� WILL THERE BE A CHANGE IN USE? No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space:' Q 14.5 Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? (21 No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: 0 S•rinklers 0 Automatic Fire Alarm S stem PROPERTY OWNERU ER. ►�!e_ d �'aC3 PHONE ADDRESS ZIP CONTRACTOR PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT C-C•nuk)Cr.d-1-1 PHONE ZIP ADDRESS HEREBY CERTIF:Y:THAT:1..HAVE READ; AND.EXAMINED THlS- AP,P.LICATION;AND;KNOW:<' ' BE TRUE.AND: CORRECT; AND AM. AUTHORIZED`TO APPLY FOR :THIS: PER. MIT BUILDING OWNER SIGNATURE DATE OR - 0.--1/4".. II )2.9 AUTHORIZED PRINT NAME + �. -Z r� L. PHONE AGENT CONTACT PERSON ADDRESS t W 2401.1 QL _ CITY2IP Q_L►.rp (,� c PHONE , 0�1s,--?L I APPLICATION SUBMITTAL In order lo 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 tirne 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. 1! you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 1 W2203 1 I SUBMITTAL CHECKLIST COMMERCfAL TENANT IMPROVEMENT ti::: Completed buIlng permt application Sito plan onant location Use of ailjacxint::(comrponWell):tenan .... . Sqr�f��tag� • Exit doors ogress I t Pweall ti•:.11arid Construction dotatis Cross sections showing wail conatructlon and methi altachment for floor and ceiflng is. ,:on, gin ae•:: Solis report starnPer.i.byi. rVaibleigtOKStiite:11trinso Topographical survey • •i ••••• ••• :::::•••••••-•:...••• • ••:.•••••:••••:•:•:•:•". •::::••••• • EneigY,:calCtilatierii:siaMPtidlliiYA:.WeibingioniStatelfcens :enginee ............. „.. ••. • • ••• ••• ••:.. . . . ...•• •••.• plan ... Site pin Architocturai drawings Structurai drawings Mochanloal drawings Eiovations Givil drawings *." "*. • : • :: • • . ... . (6) sots of civil drawings . . :NOTL..Sed:eititilY:Oartait . .t/bmittal • • . . . . . .......................... • • • • • • • • • RACK STORAGE: • . ....•• :CcmpieWd 1:',%SieSgerACCount.NUrtiliier ::::•::Twoil(2):sptd.•of:plans;•vri:lich 1 I Butiding floor plan showing::::::•::. • • • . . • • Entirci space•where.racks • Exit doors • • . • .:: :•••• • Dimensions of ail aisles .• .• • • •—•.• ..•...• Tonant.space floOr:plan ShoWing: reek :Storage *Cul,. :• ... . . and NOTE lwn cal ways no p'ci. pi mi ao i a. 1 I Structural calculations stameed.by a Washington.State licensed engineer (rack storage 8' and over) RESIDENTIAL NEW SINGLE-FAMILY D ELLINGS/A7ITIONS Completed building permit lication (one for oach structure) .• aPP Legal description -'•••*•::: • : 1 1 Assessor Account Number • . • Two sets (2) of working drawings which inciude Site plan (on plan. show closest hydrant Iocaiion . • Foundation plan • • Include access to buildin9 ,. showing . .• Floor plan :: • .• . • wrdrh and length of riceess) :::':: ... . :%..NOi::•::;4:•.ceialicaticit1latiari::liaddliiiid. prior:let:final:Inspection. and sign of . . • ANTENNAISATELLITE. DISHES • Assessor Account Number • Two • (2) sets Of plane, which includo 1 I '..• :•:: - • • ::: •:: • • • • Building •plevtions ;Call •-•••••.•••.•••••••••••••:-:-..:::. • : Structurai framing pians . • . .:.• .• • " " • . • :. . • ' • • •• • • : " • • : • . • • • '• • • • • • • • ••• • • :WaShingtorr:State Energy Code .data :•• ••• • .• • • :•• ..• .•• ":•.:•••• .Completed utility pemiftappiication • - Six .(6).sate:Ci.site...plans:shoWing ;utilities NOTE Building ;•eita may be • combined Sce • • . . . . . . . . . CO ''.6016 fed: Foudation plan Floorplan Root plan 'Buliding cross • " ,.• . . . and plans rnust bo ubinitta . • • • • • •••••::.:• * REROOFS .. . • ••• • •••.: • [1 . . • Asbossor Account Narrative .................... matenal being ...................................................................................................................................................................................... otl of the porrnt ............ ..... • • • kkhkk** kA• k* Ak** k***** k* rrA**• h* 4A*** Ah* A4* *hk. ** *k *•khh * *t *kkft•kA•hA* k CITY or 1•UKW1L.A, 4!A TRANSMIT * *•k*k•k* *4 k•khhkk•kh *•kk* k * *h *4*A•A•t** * * ** * * *k kA *A* *A *•A* *A• **k ** *k A•4** TRANSMIT Number: .4001 753 Amount: 1,519.00 01/25/95 15:02 Permit No: 894• -0400 Type:. U-fUT.LU BUILDING PEUMIT Site Address: 400 5TRANDER BL 01/26/95 Payment: Methods CHOCK Notation: HOWARD TuRNIiE( Snit: SAO AAA*•*** ; 4**A k** sk** A** 4**A**** *4*k** *A****44•*****4ak*rl4:4** **•All**** Account Code 000/322.100 000/386.904' Description • BUILDING -- NCNRES STATE BUILDING SURCHARGE Tutal (This Payment): 'total Feces: . 21503.43 Total All Payments: 2,503.43 L3 t l ance: .00 Paid 1,514..50 4.50 1.,519.00 GENERA 1514.50 GENERA 4.50 TOTAL. 1519.00 CHECK 1519.00 CHANGE 0.00 9435A000 15 :31 6..'•.,.li'tl�l5�4 � G;;.v{r•1 r'Vi4fi:�14 w.7' ?1�tiaiif trr"' * 4•\*•*******•**** k***0****** h*,**•* 14**** * * * * * * % * ** * * * *e4* ** *.* *e4 *•k* ** GENERA 15.00 CITY OF TUKWILA,. WA TRANSMIT CHEC( 15.00 * t4*************! 4***********,• hA****** ** * * * ** * * * *• * * * *•h * *k * * * * * * *k ** CHEC)t 15.00 TRANSMIT Number: 94001833 Amount: 15.00 02/14/1,5—/A,00 CHANGE 0.00 Payment Method: CHECK Notation: HOWARD TURNER 'nit: "5 U 01360000 16 0 Permit No: 1)94-•0400 Type: Ci -BUILD BUILDING PERMIT Parcel No. 022310•-0070 Site Address: 400 STRANDLR UL This Payment Total veers: 2,510.43 15.00 Total ALL Pmts;: 2,518.43 Balance: .00 * *4 *•k * * * ** * * * * * **h *' ************• h***** * **t**k*A *A **h:1*** * * **• *A* * ** Account Cade Description Amount 000/322.100 BUILDING - NCINRES 15.00 : kA* A** A*:l ir******* A*k kkA** kk** Ak• A* k• k***** •A *•k*. ***k* * *k•k•A** *A *•k *kk:l CITY OF TUKWILA, WA TRANSM11' :k•A *k•hir * *A•k *A• *h:l *k* *k* k ;k *A*** *A* ***Ak*****•*hk• *A.A. *k *A•**•A **k *A4e*•kis 1•ItANSMTT Number: 94001. 39 Amount: 984.43 11/23/94 :16:42 Permit No: 894• - 0400 Type: 13-BUILD BUILDING PER , 8I94 Site Address: f400 STRHUOER UL. Payment Methods CHECK Notation: TURNER & ASSOC. Tnit: 661_8 *•k *•k*AkA * * **•k *• *A*k** ** *• * * **A k* *s k *k*• *tit kA **AAAAA * *kk *•!•A*•* ** * * *.k* Account Code 000 /345.830 Description PLAN CHECK - ODNRE~3 Total (This Payment): Teta] Fees Total All Payments: Balance: 2,502.43 «84.43' 1,519.00 Paid 984.43 913.4.43 GENERA 984.43 TOTAL 984.43 CHECK 984.43 CHANGE 0.00 7608A000 15 :19 (.. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 gals. 000 PERMIT N0. 206) 431 -3670 ro ect: r- - • c �- -rL JL�� . cs �10� Type of Inspection: 1 MA I_- Address: S 11t,64N -9Er — Date Called: ,......1: Speclal Instructions: ;n4.6.1„ . C vtzuiG, �yr-e (Es, "4 .1 i�r c�,u�lc. �- Date Wanted: /27 / /„. .� am, p.m. Requester: Phone No,: [Approved per applicable codes. ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: CTIO` `0. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD, C Retain a copy with permit oLiGo PERMIT N0, / (206) 431 -3670 -1W—cr. „--_ { AT� CI ..` y^ ype o nspe ton: - fte ilA-LR- /a ma Address: 9 Date Called: Amt kr ,g a cx : ,.. Special Instructions: �` ` w-- Date Wanted: 3-1 Lr- Or 5' arm • FS Requester: .L ` Phone No.: aid_ cii & . L:„.J. . Approved per applicable codes. O Corrections required prior to approval. - COMMENTS: '' 'Mt C Lt'A'1e_, - fte ilA-LR- /a ma T14.�1 9 a I ti S7Y11 ., C Amt kr ,g a cx : ,.. -tcSrut - d\/r 1-s-6 aid_ cii & . L:„.J. x u... spector: 3 t f, p(7 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. e: ecept No.: 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 .77 —1:: tom. Type of Inspection: , G j -ti V1/4 Of cwm Address: „ M . a.` Date Called: '• 3 Special instructions: Date Wanted: 3- ! to -qS' Cab p.m. Requester: b Phone No.: Approved per applicable codes. iJ... Corrections required prior to approval. COMMENTS: ' j -ti V1/4 Of cwm qT t tL q Loo zi A)C? AT 5-P094-702-- /- pG'O keS.0 1 t,u' ynt n/15. ..1.0 P-4131 roa-. - ,3Afi'77 '• 3 CA 2 t N s i A Li-- A - I S r.rdr" p Ap m LAW ,C rt-.. o_cc.LA)IAPci . i' NOT` 0cc44/ 'I j4 -8 $ ) 1D1'ei . R do 'Y / —mrL St or: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior 10 relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 3+ 11 'elis"...anst.fg ay.v.�,......,..., ...ti..lii %.. ".r.._ et 0. 0 INSPECTION RECORD. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431-3670 PrOjert..169..pu -ruRe .r., Type of Inspection: r C. A Aovav- G rito P Addr ess-4: 00 5—rie A a, Atie .E. e_ , Date Called: Special Instructions: Date Wanted: am. p.M. Requester M A 5-c g Phone No.' ,)(/g 71 Al 6, ^k/ it-RPA /V 7- y g.Ca Z ?FA%) T-614R1 .0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' E A Sr igN --r- — cu -r V4 c it cult3 'TV 5.0 0 -rig 6.444-c. WAY 613G C9)-- 1 Iv c74Lc. . 2.x C-, (s-rA k et> ) -ra AO 4-P ZM C 1‹. TAR r..._ (-ne al- rel) &JO ob a k cd 0 R K 455 ok .67) -r-0 - 6 - g-- t7ekit € • 7W ( 5 A Framooke., zrce,!S,,at2bepc t r oo-rowe-001/4(-6-- F// 7A . 6,4_605CC4-e r& ( 6! -r-o F es g.6-70/1-e A 0 .4- F / iv rs- Nett co R7/ Ar-C2 ---r-o MA ?Cie/ ,)(/g 71 Al 6, ^k/ it-RPA /V 7- y g.Ca Z ?FA%) T-614R1 OA" 7-V 0 c c-- up N./ -6 U7 A e crr F' I■64 C-e L't nspector: o 45-3( - 3481- $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ■111 -ma 4011IP IRecept No.: Date: Vaitsigailaar- INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDINGGDIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 6.t..) PE MR NO. (206) 431 -3670 ro ect: ,✓ ,*' ype o nspect .n: Address: ; Date Called: Special instructions: Date Wanted: / � % 614 ci_`am. p.m. Requester: Phone No.: ■ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: or4 Tz;- s is gte./../ 4 1-z-,--erd h/k ,5.y 6_, }..7 X11 4>t A:-/- k� 7 Gail 5 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ..!.J tti. NSF CT101 10. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 • ro ect: r k2 ype o ns WO BCP'-V Address: ii / f (VY Pt-P1 ; e Call, Speclal Ins ructions: Date Wanted: am. .m. Requester: Phone No.: 0 Approved per applicable codes. [Pr. Corrections required prior to approval. COMMENTS: LA:41M A /2.0 G. tJP C-17:11"4-4 vt‘ Lti. ADP P:zu.Am..77Wit— w i rcz" 1.) SPe--AtocV_. ft.4-0 , )Y9 eit, \A D:77, - 1.1 ic. poi\ Aert.t) r. cris.) Li C, tAT\ )..V.a Lk *T nspector: C.111 AM1111111111111111111317111111111111 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be pald at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 71 No.: ' . . Dale: 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100 Tukwila, WA 98188 (206) 431-3670 r0 ea 2 Type of Inspection: ieihidi Are ss: j,"\-.).% „....Ve.., C r / r,t. i , e Called: Spec ial Instructions: u \C.) Date Wanted: Z9. i• • C Requester: VF40 ,--/-r-t---t Approved per applicable codes. Corrections required prior to approval. COMMENTS: (b Frispector: 0: O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd,, Suite 100. Call to schedule reinspection. IReceipt No.: Date: alehe.4.1/00.4;i. � INSPECTION RECORD >� `7 Retain a copy with permit (iG7, PERMIT N0. (206) 431 -3670 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 j/ ozi o ns Ion: .../.7:74,4,.0-1, Address: Date Called; -� Special Instructions: Date Wanted: 2 ,... /`... cu. am.d Requester: /306 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Inspector: ❑ $30.00 REINSPECTION F REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. 0 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,3.5fr PERM' NO. (206) 431 -3670 Project: �� �c4 0 type of Inspection i A Address :� / ?c. Date Called: Special Instructions: / Dale Wanted: /�c 2.-2/ N 0 p.m. Requester: Phone No,: - Approved per applicable codes. ❑ Corrections required prior to approval. 0. $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. [Etc Rscepl No.: • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (209) 431-3670 Project: 4.1,414,441 ..).1(.47: Type ot InspectPani..-ra44A4,4,1,- Address: 465?..) c=siev ck,tde( dt/di Date Called: •-i i ,4-- • ,v/ ( Special Instructions: Date Wanted: a)./ Izty c,--61,1i....i) pm. Requester: Phone No.: 44 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,‘"/ 2 147 64,02..^ c4 Ffrr.i-frAi A9 r- cle-0-$1.,7A d o $30.00 REINSPECTIONFEE REQUIRED. Prior to reinspectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IReceipt No,: . 1., V At t. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., X100, Tukwila, WA 98188 dekb PERMIT NO./ (206) 431 -3670 • ro ect: YPe o ns : rOwi MIKA Specie nstructions: Date ant ; --- . -• _ am. p.m. /(� l Requester--- Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ,z-i e A.,„9 ef-- Lee(/f a [Inspector Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. receipt No,:. 1 Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 " Y 02-100 PERMIT NO. (206) 431 -3670 19 7-1: r Lau RE - M4P Type of Inspection: f r k,: l3t,c .s - rots,-e-m r I C, Address; --'�R1 � t--""11-- Oate Called: z - 1 e L-`1 4v0 *-V■k " w % 1J G t),F -v WALL, Special Instructions: fn ,4 NA G�'-'t -4 Date Wanted: 2 - 9 - 95 ankp,m Requester: � 0---> ,0,.S Phone No,: Z. f1/4.j - 5367 fi:ZApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: e0,— t,(..ocK-i%4C. 113 i -ts urIv." wt■ 1..$. e L-`1 4v0 *-V■k " w % 1J G t),F -v WALL, -5 fn ,4 NA G�'-'t -4 d(4^ «. S C --iL..... ,0,.S r ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -bq vl.oz) PERMIT NO. / (206) 431-3670 373176—t: To. 2c--;-- ...cA a e Type ot Inspection: e:) CA n-- 114-s-r>4 \A-4%71-0 4 A /LEA 1,) c,(... ,,i c. , rj6 ryt ,17:7:2A nil AA Address: 4.-v-vo■-...... Date Called: 2- , 1 imizen-isvIst—i 1 A r.1.0 Si- ,tS 11-7 r-g-Ds47.— Att.m--.A. Special Instructions: Date Wanted: 4--, (iiiii. .m. Requester: Phone No.: likApproved per applicable codes. El Corrections required prior to approval. COMMENTS: • APP 0E9 Mag&s. 7-0 CAW-IL- GX. afrr- CA n-- 114-s-r>4 \A-4%71-0 4 A /LEA 1,) c,(... ,,i c. , rj6 ryt ,17:7:2A nil AA 1 V LiviA 0.- g.,tiAls`a.4 Oly■S' i / i,.1 g. &X- i S /16,440-12-- Altilil 1 / A PNAP 2--- 1,4_.0y,A ci--- imizen-isvIst—i 1 A r.1.0 Si- ,tS 11-7 r-g-Ds47.— Att.m--.A. _ - $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Dale: ,• ^ 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 row r--- BTU L P hype o nsnspedbn: (-A ■ t rIG) Date Called: ) IN e. si a A -4'. Address: Silt - man --- • Special Instructions: Date Wanted: 2 _ 8 ,c1 r-- 40. p.m. Requester: 'A (t c'`A A r49. C.'\ /L.- l Y.1 -r 4..y -"lA 1.i A AFA • Phone No,: 7 44.53 37 0 Approved per applicable codes. Corrections required prior to approval. • COMMENTS: fl t &Lr,) � � ck_ its-ST/R4 tj ►f. (A/,4 -u. A i !() 1 00. U AK; ) IN e. si a A -4'. —,3aN) 2> .D cr r o NI T -v -d - rt,r)rtVr 5cii-ciuIs r wr'p l j1' C(cr. i LAG 4 LA-17 eflA dt� q.- .SP... oN) FM s t -Lk- k aL D ut-Cfl.a , 1.l.$ wA rJ c r r Olt----\4C1 CqsikArs-/ -. w /m.IS 6)( cis."- v i U'.'sFaa,.i ; 'A (t c'`A A r49. C.'\ /L.- l Y.1 -r 4..y -"lA 1.i A AFA • IInspector: Date: O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call.to schedule reinspection. v ecept o.: e: NY J(tki.:�di'.•i'�t,'""iF1U �w `"ri33:d1+S7r.YYlraa..,... INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ro ect: /w^,� �rA V� , ,1� ip ype o nspe, •n: -Ada ress :� (rte � �, ;I A / OW, Date Called: Special Instructions: Date Wanted: am.em. Requester: �✓ Phone No,: d . , (`J 50-7 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: / At:( c / -� -� u� (' Cis 5 t ).2 ,0 2�–e." aWt. 694..E 5 1:•v) /•h 1_,117 .l'�.- ,.c.Gi •ti G. fr •7(JU /.( v40 . v6'ze (-0 t.-46 PP" (3fito...e. /*WO kg-444 - LJ3 /-� 78 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, f must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. %_ rFre—cept No.: Date: S INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98185 (206) 431 -3670 Project: - „ ! „ �`t� 4i Type of Inspection :(cif l'�C r Address :lZ G�� f,... Date Called: / / g / P- ()C. -c'_ . Special Instructions: / ' p rn Date Wanted: '// 7 / ,1� am, m Requester: " -r--� Phone No,: --' 1 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: r yr' '(=n 7 / 3 - ( "J Z-1?) f)) , i P- ()C. -c'_ . Inspector: Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee mus 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. ecept Ivo.: Date: 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: ` ype o nspeM Add rpssq: lcUO Date Called: Special Instructions; Date Wanted: y/� -i/ i am. 6,-; Requester; --,- f Phone No.: ..............,:7 city l ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: -f -� i) I ( �rey ."i 0 `� Inspector. % C �-��"'" Date: t { i'i i ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must o paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspectlon. I Receipt No.: Date: 1 0 INSPECTION RECORD Li Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 55k/ d boa d PERMIT NO. (206) 431 -3670 •roe . �t cTZA t SM o P ype o nspection: 1-0-tril 4 G I CAiJGt,. -" €-' Sr4.4,4C'. -1 I S ZSUa pp - I. AA CrcINDraS. Address: -S� 1 r- %- r �NQ. Date Called: ( J Special Instructions: Date Wanted: 1 - -2)d , �- -`17 am.�. Requester: � �l� d b Phone No,: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' A P Q ( W v4: o rot_ A K _ (0 c r= ,4t° :.-0 a,n ,. 111 p, D', r,, cot.) t.) vot..sAm o cc`r,l 6,4 .3. I CAiJGt,. -" €-' Sr4.4,4C'. -1 I S ZSUa pp - I. AA CrcINDraS. Date: O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. 1 Receipt No.: Date: ji City of Tukwila Fire Department John W. Rants, Mayor TUICWILA FIRE DEPARTMENT FINAL APPROVAL FORM Proj ect Name / ((I 1' Thomas P. Keefe, Fire Chief Permit No. P--)6"/44- � (3(7/00 Address C1 Ga 0J ,1/!` /' _ Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Suite # Sprinklers: Fire A4arm: Hood !:& Duct: Halo: Monitor: Pre -Fire: Permits: Authorized Signature r' //" — Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax• (206) 575.4439 Address: Suite: Tenant: Type: Parcel #: tc CITY OF TUKWILA 400 STRANDER BL Permit No: B94-0400 FUTURE SHOP B-BUILD 022310-0070 Status: ISSUED Applied: 11/23/1994 Issued: 01/25/1995 ********************************A***********A****************************** Permit Conditions: 1. No changes will be made to the plans Unless approved by the Architect or Engineer:and.the Tukwila Building-Division. 2 e.. Plumbing permits,ihall.be obtained through the.:Sea,t.tle-King County Departmentdf PublicHealth:PlumbIng will be inspected by that agencY,, including all gas •piping (296-4722) 3 Electricalp'ermits'shall be obtained through the,Washihgton State DiVisio,W of ,Labor, and Indus/tries and all electrical work wilj,:tbe-chspected by that agency (248-6630). 4. All mechanical work 'shall 6p' under separate permit issued by.% . the City of Tukwila. 5. All permits, inspection records, and approved plans shall be : available at the job site prior to the start of any'con- ' 1 striicion, These documents are to be .maintained and avall-,. , 8. The spOial inspector shall submit afinalsigned report 9. Any new ceiling .grid and light fixture, installation ,f:. 6. Allj,sXructural concrete shal) be spiCial inspected (UBC - 7. Whell,,special inspection 'is required either the owner, Sec, 306(a)1). with apprOyed plans and Specifications and the applicabia: workmanship.,Orovisions of the UBC.:' ' 1- able 6ntfl final inspection aPproval,isAranted. archttect-or engineer shall iptify'tfle Tukwila Building Division of appointment of the inipeCtion agencies prior to ; Ditif$1bnHri ,a timely manner. Repprtsshallcontaimaddress, project name,Apermit number and type of inspection being performed': stating Whether the work requiring speCAA1 inSpection was, to the best of the, inspector's knowledge, in :conformance, required to meet,-lateral bracing requirements for SeJsMic Zone 3. the0-irstbuilding inspection. 'Copies of all special inspeotion, reports shall be submjtted,etoithe Building , . ' . 10. Partition walls attached to ceiling grid must be .laterally braced if over eight (8) feet .in length'., 11. Any exposed insulations backing_Matertal shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 12. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1991 Edition) as amended, Uniform Mechanical Code (1991 Edition), and Washington State Energy Code (1994 Edition). 13. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection, 14. Subgrade preparation including drainage, excavation, compaction, and fill requirement shall conform strictly with recommendations given in the soils report. 15. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 16. A CERTIFICATE OF OCCUPANCY WILL BE REQUIRED FOR THIS PERMIT. • 02/07/95 10:27 FAX 206 621 8445 KOBER /SCLATER [1003/005 RECEIVED CITY OF TUKWILA FEB 0 7 1995 PERMIT CENTER 2 Z %la 02/07/95 10:28 FAX 206 621 8445 ra 5XCIGIMG- e/s" awfrvxu. GtN,O�2°/Ii� 4P ✓O /g7S KOBER /SCLATER gaemv& a tobb7 J,I fjj 004 /005 fl //W c/a // 7, grgoorami.. •/�TU NU 6/$ t7 ,1/r/ta ro RAMP / aim Xl/ /C 7Z/Y 0/575 AT /11 /Ne Ize re naele. frx-g77770/ aN MVP b4 /✓moi ,4T .ae• Laa/c2 G CITY OFETUKWIIA yrhe1 ie `./ gMr)e f✓/ � O ynotU, . A:ere-AT FEB U 7 1995 7D/ 5T/ W rGI/V,/ L 6/f/ / & -r /ON t77;41L G / Aaale' MRwr /6'v FUTURE SHOP - SOUTHCENTER principal in charges A. SCLATER project manager DPM drown by GKH job number 9437.002 sheet # SK1 02/07/95 02/07/95 10:28 FAX 206 621 8445 KOBER /SCLATER 11005 /005 PARTITION LEGEND 16go 6" steel studs ® 12' o/c covered on one side with 1/2' plywood to u/s ceiling slab - tape and sand joints once. See TV Wall spec. 6' steel studs 0 16' o/c faced both sides with 1/2' gypsum board, (foor to u/s ce9'ing slab. 6' steel studs ® 16' o/c covered one side with 1/2' gypsum board, floor to u/s ceiling slab. 3 5/8' steel studs @ 16' o/c faced bath sides with 1/2' gypsum board, floor to 9' -6'. 3 5/8' steel studs 0 16' o/c covered one side with 1/2' gypsum board, floor to 9' -6'. 6' steel studs ®16' 0% faced both sides with 1/2" gypsum board, floor to 8'4. 20 go G steel studs 0 16' o/c covered one side with 3/8' structural plywood, floor to u/s of ceiling slash, and faced both sides with 1/2' gypsum board, floor to u/s ceiling slob. Refer to structural drawings for nailing pattern and additional information. 20 go 6' steel studs 0 16' - apply 6 conc. steel rein[. meth, then 5/8° gypsum board on Car Installation side; apply 1/2' fire treated structural plywood, then 5/6' gypsum board on the other side. Mesh, gypsum board, and plywood to be installed from floor to u/s ceiling slab, Refer to structural drawings for nailing pattern and additional information. UL FIRE RESISTANCE DESIGN NO. 11425. 3 5/8" steel studs M 16' o/c faced both sides with 1/2' gypsum board, to 4'.-ff above treod nosing a frdshed floor. 6' steel studs 0 16" o/c faced both sides with 1/2' gypsum board, floor to u/s callog slab. Provide 6' sound oltenuiing baits. (nit CITY OFETUKWILA FEB 0 7 1995 PERMIT CENTER 5x.g 1 D'AMATO CONVERSANO INC. Consulting Engineers FUTURE SHOP @ SOUTHCENTER Mezzanine Design Structural Calculations Prepared for Kober /Sclater Architects DCI Job # 94159 'EXPIRES 7/10/' (, F D'AMATO CONVERSANO INC. CONSULTING ENGINEERS November 23, 1994 3 RECEIVED CITY OF TUKWILA FEB 0 6 1995 PERMIT CENTER 610 Market Street, Suite 200 Kirkland, Washington 98033 -5451 (206) 827 -2238 FAX No. (206) 827 -8986 1 GENERAL STRUCTURAL NOTES for Residential Construction GOVERNING CODE: The "Uniform Building Code ", 1991 Edition, as adopted and amended by the ,City of Tukwila shall govern design and construction. REFERENCE STANDARDS : Reference to ASTM and other standards shall refer to the latest edition in effect as of the bid date of Owner - Contractor agreement except as noted in these documents or designated by the governing code. PLAN NOTES : Notes on the individual structural drawings shall' take priority over structural notes on this sheet. DISCREPANCIES: In case of discrepancies between the plans, reference standards and governing code, the more stringent requirements shall govern. All discrepancies shall be brought to the attention of the Architect and Engineer of Record prior to proceeding with any work involved. CONTRACTOR RESPONSIBILITIES: The contractor is responsible for conforming to all OSHA and WISHA safety standards. The contractor is responsible for safety in and around the site and for the strength and stability of all partially completed structures. LAD LIMITS : Loads on the structure shall be kept within the limits of the design loads. SPECIAL CONDITIONS : Contractor shall verify all dimensions in the field and shall provide adequate shoring and bracing of all structural members during construction. Contractor shall notify the Architect and Structural Engineer of all field changes prior to installation or fabrication. DESIGN CRITERIA LIVE LOADS : Floor Live Load 50 PSF (plus 20 PSF partition) LATERAL LOADS : Seismic Z = 0.30, C ; 2.75, I = 1.0, Rw = 6 (Table No. 23 -0: A.1.b) SOIL BEARING : Allowable Soll Bearing Capacity: 2000 psf (Assumed) CAST -IN -PLACE CONCRETE REFERENCE STANDARDS • Concrete construction shall conform to ACI 301 "Specifications for Structural Concrete for Buildings ". Detail reinforcement in accordance with the "ACI Detailing Manual" by the ACI Committee 315, unless noted or shown otherwise. CONCRETE REQUIREMENTS : Use a minimum 5 sacks of cement per cubic yard. Concrete to be 2,500 psi at 28 days. REINFORCING STEEL, : Reinforcing steel shall be deformed bars and shall conform to ASTM A -615, Grade 60, unless noted otherwise. Smooth welded wire fabric (WWF) shall conform to ASTM A -185, unless otherwise noted. WOOD FRAMING REFERENCE STANDARDS : Wood construction shall conform to Chapter 25 of the "Uniform Building Code ", and "The Timber Construction Manual" of the American Institute of Timber Construction, and the "National Design Specification for Wood Construction" by the National Forest Products Association. SAWN LUMBER : Shall be graded in accordance with UBC Standard No. 25 -2, based on Standard Grading Rules for Canadian Lumber U.S. Edition; 25 -3 based on Standard Grading Rules No. 16 of the West Coast Lumber Inspection Bureau; 25.4 based on Standard Grading Rules of The Western Wood Products Association. Holes and notches shall conform to UBC Section 2517(d)3. lumber grade to be per the attached drawings. 2 GLUED LAMINATED TIMBER : Conform to U.S. Product Standard PS 56 -73, "Structural Glued Laminated Timber" , AiTC 190.1, and AITC 117 -82. One coat of end sealer shall be applied immediately after trimming in either shop or field. Holes and notches shall conform to UBC Section 2517(d)3, Combination Symbol Species Sizes Uses GLULAM 20F - V3 DF /DF < 16" Depth Simple Span BEAMS PLYWOOD : Conform to UBC 25 -9. Based on Product Standards PS -1 of the Department of Commerce. Plywood panels (sheathing) shall conform to the requirements of the latest edition of "U.S. Product Standard PS -1 for Construction and Industrial Plywood ". Each panel shall bear the APA grade trademark of the American Plywood.Association. Stamps shall show panel grade, span- rating, thickness & exposure classification. Sheathing shall be as follows: Floor Sheathing: 3/4" T &G APA -rated STURD -I -FLOOR Shearwall Sheathing: Per plans and details Unless noted otherwise in the drawings, the following shall apply for all sheathing: All sub - flooring shall be installed face grain perpendicular to supports or as indicated on the drawings; sub - flooring sheathing shall be unblocked; shear wall sheathing shall be blocked with metal stud framing at all panel edges; screws and nails shall be installed flush, but shall not fracture the surface of sheathing; nailing not shown shall be as indicated on Table 25 -0 of the UBC; all nails shall be common wire nails per UBC Standard 25 -17. COLD FORMED STEEL FRAMING REFERENCE STANDARDS; All cold formed steel framing shall conform to the A.I.S.I. "Specification for the Design of Cold- Formed Steel Framing Members." Cold formed structural tracks and studs 12, 14, and 16 gage materials shall be formed from ASTM A -446, Grade D or ASTM A -570, Grade 50 steel with a minimum Fy =50 ksi. Cold formed structural tracks and studs 18 gage and lighter shall be formed from ASTM A -446, Grade A or ASTM A -570, Grade 33 with a minimum Fy =33 ksi. All studs and tracks shall be galvanized. Fastenings shall be as shown on the drawings. Fastenings not shown shall be as recommended by the manufacturer. SIZE AND PROFILE: Cold formed steel framing members shall be of the size and profile as shown on the drawings. Members equivalent in shape, size, stiffness, and strength by manufacturers not listed on the contract documents may be substituted for framing members shown, Alternate members shall be subject to review and approval by the Architect and Structural Engineer prior to fabrication and erection. (iV9 a T 2 P. tIl I • Vip jJ ‘../ .L Project �—° ��`O, �O Project No. Sheet No. 00 CONVERSANO INC. .� 'GGc Subject (k � , 7 IR-NA vt ,4(.;� By F Date Consulting Engineers Wikt.l.. (3) 3/91bx ` Elp ao/- n / s, f o i3 * (2• 1 rL ,‘ • 0 6a. — 1 1. '. {..� ZNL t%At��I�LC� r-c0Frrto old'") l�' 1.34 -7 1/4'x0' -3' (Wilk /VCS) *IVY- 316 .■..P P 7� .70 Go►.It... , wAu.._ / +.>v Ma -n Aar ►v9.+ti GocAry C'r-�1P d., Z Loc.a--nolv<> z S%r •na. :sr— • • (L1 i .I__ IL/ 1 Project Project No. Sheet No. 0 CONV� '��JV U2 c '' �L) GC.t7CS- 34o INC. Subject By Date Consulting Engineers (s../`Q�Z72.. , r--7-44.A11,46,,, .:r `(- e_ crx- PLAtJ Align w/ me& / cis C bra add 70 P-I M 3pl5 w/ 1.18 nails 0..14-0 rp -r.-':< t✓/ Aloa. -/4 Se. rews. I�I L—E•herit.11, t64" / Z•1to e., Pine, Top 4- OD f. Tra K, Ty p. (v "X airy 03 /_ ) 3�4 Sfeud 1 plycubod u.'J 8-18 geeews & ‘"o.c. a p ec1 Jet /n1& leo. Z.0, :ni• S'pparf5, Typ. @.Sl,eae-wa //s (St row h Qs/ o 1p/ah) 15 1 Project LX-1-)C1- e- -- CtJt'V\ c.r.7-ts2_ Project No. Sheet No. �4 D D'AMATO ' CONVERSANO INC. Sithject (Vl Z,,'Z r. P•2AM It4L By Dote Consulting Engineers VWAL - N.)1 6}-17S ►`tsw -6' sc0 —lZ' FO a L6 64;11 e"., M) L q Gvu -�ti r fJ " ,7 n ,. 1 ' ff CZcot.l EPEE), Tt7erPft_ 'eg'> I .7 11,A -.� l U1 • I-, l_, 1 Project Project No. qL41 Sheet No. S4 d D'AMATO I COIVVERSA1V0 $2-L c"ifx", c%,L1-1AC-6NA-542.-.- INC. Subject INC By Date 11)2,1 Consulting Engineers NA5...:22.. • Accx-n 01.4 oz,acmIkv.pt • crz.Pte- 2-0 PrsturiricN2 -rt. -- 2-2; t-C `A10 Pez.e: 7-eD 9t-r- 11:: LI' 1/44 tS Pb -• t PLr-- 57.6m 4.---1NoPir e=171.N1 „ , Q 0•C\j°2-3 r7dCe-- .11e) 1 Cu_ tt.t. • PO-PcMit..11.% t Cr._ it- 166,4 rr-evt-A Ac CA PLA"' k PLO. ••• t-V5-2,3‘. --7aset Z&2)' 1 0 Project Name: Future Shop Member Name: 2X Framing 11:19 AM, 11/21/94 SimpleSpan version 2.5 Span: 8 feet - inches Member: Beam Loading Conditions: 113 Ib /lin.ft. Uniform Load Deflection (allowable): L/240 Material: Doug. Fir /Larch #2 sd Fb = 1250 Fv = 95 E = 1700000 Member Size: Dimensional Lumber - (1) 2 x 8s Section Modulus (mbr.): 13.14 Moment of Inertia (mbr.): 47.63 Section Modulus (reqd): 8.67 Moment of Inertia (reqd): 15.31 Maximum End Reaction: 452 lb. Shear Stress: 55% of allow. Deflection (actual): 0.12 "(L /740) Size Factor: 1.00 Load Duration Factor: 1.00 Maximum Moment: 10848.00 in. lbs. Max. Moment @ 48.00 inches from the support. 7% Project Name: Future Shop Member Name: GL Beam 2:40 PM, 11/22/94 SimpleSpan version 2.5 Span: 22 feet - inches Member: Beam Loading Conditions: 280 Ib /Iin.ft. Uniform Load Deflection (allowable): L/360 Material: User- Defined Wood. Fb = 2000 Fv = 165 E = 1600000 Member Size: Rough -Sawn - (1) 4.5" x 15 "H Section Modulus (mbr.): 168.75 Moment of Inertia (mbr.): 1265.62 Section Modulus (reqd): 101.63 Moment of Inertia (reqd): 1257.79 Maximum End Reaction: 3080 Ib. Shear Stress: 36% of allow. Deflection (actual): 0.72 "(L1360) Size Factor: 0.97 Load Duration Factor: 1.00 Maximum Moment: 203280.00 in. lbs. Max. Moment @ 132.00 inches from the support. 1:91 I. If •• 1 Project Project No. Sheet No. P/10 D'AMATOI • CONVERSANO INC. Subject I By Date -- consulting Engineers - &L-R 10.-1 LLt Loi,r7.:- .12d. t..1‘ V- C 0,&-71 1,6000 lx)) 4 L- ' Lid c_ot,sca 0,-(1,6co,ctr5 Li-I I ' Ica) i, 600, e-t0 S P VAst) psi Lip •41,0- Go—LAANIS c27-- ca.A.A.41,1 Lit., 1 Project Project No. Sleet No. `l /,0 ( f D'AMATO CONVERSANO INC. Subject By Date Consulting Engineers GO-- �► --ITI CL, geL S414 T2 -rr 9o° Hors' ep► .* prty wl LL- Mor )t' t 2--- cc— (NCV'r1A v.)P; LA Gre IC-P-17,- 1 r■4:..I-ALLA'rt ct-.I' C ct - -rte I.Ol3D Prz ? /4 -Gil 1 —F." w� C LINO (wt.: ?..ccos".". ;j AN(,lt '= 2 r;.-i v:-C• Y01-3' ?,/41e �._,... E TO cat-LA-44 w� tL 7L u2>� 14 ld ,? --j 1 Protect -e F �a..e 54 5o a ¢•IN Cep, e- Project No. q171/.3-e/ Sheer No. l %U CONV�R O INC. Subject $ Me 1. Aid i I'' By ) I l 1 Date / //2.)/9, Consulting Engineers 1-4 i-Ci4/ V W ar1"i1"i.0h VI o61/0'•x 1*S •f 20fS f) )0, Sao /.5s. . 3 Cf, r 2. 7s • Rw t (Ta,S/.c. Z?—o,, • 3 /� z,� r) 60/ fuu Iss) : /, V Y.3/45, rv- vGr a- �. 1.6) Y1 -1-0 nes )(a eo- LLreic 1,00 `''.'.. — IA. Lo re.s .s;-ec/ S S �car�.a // � S" n,7- Z 1 51 b; ("se. 14i}, f.,00 Se reweo /f-.f l►�f'..'s,''/J C)l) DEC.19 '94 1 :39PM D'AMATO CONVERSANO 2069270906 P.2 hci_ D'AMATO CONVERSANO INC. l Consulting Engineers Future Shop Security Grille Structural Calculations DCI Job # 94159.01 EXPIRES 7/ " , 1 D'AMATO CONVERSANO INC. CONSULTING ENGINEERS DECEMBER 1994 610 Market Street, Suite 200 Kirkland Washington 98033.5451 (206) 827 -2238. FAX No. (206) 827 -8986 DEC.19 '94 1:40PM D'AMATO CONVERSANO 2068278906 P.3 1 GENERAL STRUCTURAL NOTES GOVERNING CODE: The "Uniform Building Code ", 1991 Edition, as adopted and amended by the City of Tukwila, WA shall govern design and construction. RFFERENCE STAIDAEM : Reference to ASTM and other standards shalt refer to the latest edltlOn in effect as of the bid date of Owner- Contractor agreement except as noted in these documents or designated by the governing code. PLAN NOTES : Notes on the individual structural drawings shall take priority over structural notes on this sheet. DISCREPANCIES: In case of discrepancies between the plans, reference standards and governing code, the more stringent requirements shall govern. All discrepancies shall be brought to the attention of the Architect and Engineer of Record prior to proceeding with any work Involved, CONTRACTOR RESPONSIBILITIES: The contractor Is responsible for conforming to all OSHA and WISHA safety standards. The contractor is responsible for safety in and around the site and for the strength and stability of all partially completed structures, 1 BAD 1 IMIT$.: Loads on the structure shall be kept within the limits of the design loads. SPECIAL CONDITIONS : Contractor shall verify all dimensions in the field and shall provide adequate shoring and bracing of all structural members during construction. Contractor shall notify the Architect and Structural Engineer of all field changes prior to installation or fabrication. DESIGN CRITERIA LATERAL LOADS : Seismic Z as 0.30, C = 2,75, I - 1.0, Cp =2 (Table No. 23 -P 11.1) WOOD FRAMING REFFRENCF STANDARDS ; Wood construction shall conform to Chapter 25 of the "Uniform Building Code ", and "The Timber Construction Manual" of the American Institute of Timber Construction, and the "National Design Specification for Wood Construction" by the National Forest Products Association. SAWN_.JJMBER : Shall be graded in accordance with UBC Standard No. 25 -2, based on Standard Grading Rules for Canadian Lumber U.S. Edition; 25.3 based on Standard Grading Rules No, 16 of the West Coast Lumber Inspection Bureau; 25.4 based on Standard Grading Rules of The Western Wood Products Association. Holes and notches shall conform to UBC Section 2517(d)3. Sawn Lumber USE 11:0. &xWIDTH Studs/Joists /Planking Beams 2x4.2x12, 4x,6x apacaz GHADE Doug-Fir No, 2 or Better Doug -Fir No. 1 Fb.SNOVREP 1250/1450 1300 Framing accessories and structural fasteners shall be manufactured by Simpson Company (or approved equal) and of the size and type shown on the drawings. All other framing nails shall be common wire nails and shall be the size and quantity as indicated on the drawings. Nailing not shown shall be per Table 25 -0 of the UBC. Through-bolts and lag bolts /screws shall conform to ASTM A307. DEC.19 '94 1:40PM D'AMATO CONVERSANO 2 STRUCTURAL STEEL 2068278986 P.4 REFERENCE STANDARDS : Stool construction shall conform to the AISC "Specification for the Design, Fabrication and Erection of Structural Stool for Buildings ". 8th Edition, and the AISC "Code of Standard Practice for Steel Buildings and Bridges ". STEEL MATERIALS, Structural Steel (Wide flange) Connection material Steel Pipe Structural framing bolts Anchor Bolts Welding Electrodes ASTM A -36 ASTM A -36 ASTM A -53, Grade B ASTM A -325N ASTM A -307 E7OXX WELDING : Conform to AWS D1.1 "Structural Welding Code - Steel ". Welders shall be certified in accordanco with AWS requirements. Use E70 electrodes of type required for materials to be welded. FABRICATION : Fabricate steel in the shop of a fabricator licensed by the appropriate government agency. SkIQP PAINTING : All steel to be shop primed. Stool concealed by building finish or encased with concrete need not be painted. All other steel shall be given one coat of shop paint, In accordance with Section 1.24 of the AiSC "Specification" and Section 6.5 of tho AISC "Code ", unless noted otherwise. ROUT : Use a non•shrink grout with ultimate compressive strength at 28 days of 6000 psi minimum, unless noted or shown otherwise. E@OXY ANCHOR BOLTS : Epoxy bolts shall be Milli HIT or an approved equal and installed per the manufacturer's recommendations, Bolt lengths and embedments shall be as designated on the drawings. Contact the Engineer -of- Record if revisions must be mado to the original connection. DEC.19 '94 1:40PM D'AMATO CONVERSANO DCI D'AMATO CONVERSANO INC. 2068278906 Subject —_.t. Consulting Engineers Dare 1, t4e1. h N EAST. FACE • F BULKHEAD' . •' NDERS DE F BULKHEAD , • rr-= .... 11. DEC.19 '94 1:41PM D'AMATO CONVERSANO 206827E1986 t.i IL./ l Project 00-4 - J e-7 ` Project No. iSet Sheet No, °_ D'A1VIfiTO CONVERSANO INC. 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DEC. 19 '94 1:41PM D'AMATO CONVERSANO ....260270�...... «9E, ••rrvr t.••2 • A." 4,....# 1 Protect kiurviat ,i_icje9 _r Project No. 11610 i Sheet No. 504.1 D'AMATO CONVERSANO INC, Subject 6,124u,..e.... By D 4.0iNic Date 124 I'$* Consulting Engineers • DEC.19 '94 1 :42PM D'AMATO CONVERSANO 20682709E6 P.0 .t%' t..■ Project lb f Project No. �'�'01 Sheet No. 6 ° 4'1 .1 D'AA(ATO COIVVERSANO INC. Subject 6ZI 4 j By diFamle Dare tzli Consulting Engineers • ._.: ":: .. • • Cci�l�ld�..Twtil. ..:..:.. • .......... 6)-41"ci›..teoP?0-7 -, ..,ra ...i YO r tc . 4 ' x u'x..i�' DEC.19 '94 1 :42PM D'AMATO CONVERSANO G'I D'AMATO CONVERSANO INC. I Consulting Engineers 2068270906 P. Project Subject (itz tc-r- • Project No. c4 f�i0t By C-t pa)1O ' Sheer No. Dare 1511/ 0704hmvc.. l crc vess) ..._ ...1.- PF /-124\c-14. /Sri Gc-ase.s, t ® Mi4 of "'UFO- e7MA 4x/iFtLCtt.• P.441.1- .. tzlt.Lt" -C-6.-404. 4 Fc.A.ri j. 1Ito 9CZ.V.-0-.1"5 a fl r-AkzA. Le^itt*t►1- , 6fr..44 gttxr..= Viz+ t6' 4-V - *Al f'(eopit = 10 2,k04 1.A . ..C, VP' /07 /0 ...v'1 )/f6! apx. 2 6-456 Z31, L1& Zpi 1411' d,fve Af,a14t, cet azegiep 1,441.4„ r /0W /4f . 971°. 6/704.8 .__ .. . ...,EA- are , ... . , Cyv IA. 4>> . . o T7- 'dfidel.Pt 414,c04' .12r ¢5e4 goo :.Tr5_:t q d4�:441) ttot 4,4 `'.. tA=° 4351/21.A , .quoot(0)j�o'z4� a7E, tz•cZ .. 'Pa' 13 (4 I Z4 )- L4 )' j• . ,�- VV._ 1,4 l� kk.1,St`61 ")' . 87 5 x. % 7( -711.1a)/ • dl 2'z►(lz. /l.t t• % 237 . . tz(Tr) Z.411 lad / 1►S"IZv,.. ►Lel 'n• tzl 4- v6d /1m,- 3G.1 "' /,wsAt# 1.•14/ X14 DEC.19 '94 D'AMATO CONV E RSANO INC. Conc►rlting Engineers • 1:42PM D'AMATO CONVERSANO Protect -ratvzto epk,r7 2068279986 P.10 Project No. 414 -1rA1o1 Subject rp.y • .2'1=1,4 — v..1 Iry vet14f1,94`.20Co ' 14-Litz) Mil t' C..¢ i51 .G'G' C7t SCd CV. 120,2 \ / Z.39, ., I larSZAIX4b: 241%2)11W M1111° . .....,.....', o0 G10 • . . . ° ) d PF.� .... . 4. ... V Q 2 tc4 C (a) -: I r-tK' Mr> M.9 C4,7: (.,d¢ /7,A, J` '40 12('S• / 2,39 " Zn..1 ............ 1-1 `°/1)► 7 ;Y• c41171047,%;)% on qua (L Ccr �j(Z" FL ?Es 4DP tw44 1 r' t �7 YM VM% I zwi /v, 0,ca14 % l(.y 83,N 44. (z" Lite- 4410 ce,•S By Sheet Nn. Yof$ Date FEE, 2 '5 1:58PM D'AMATO CONVERSANO 1.J 1 Proji:i:t Project No. `j 4t i1o1 Sheer No. 1 .., AMA-1707 7 K..1-r0 g-Ei e2 liCi r? C Nt 0 ' +RS NO INC. utjrrt By 4'R Date t LI.4 j Consulting Engineers 61e,4L.-Ltd 1 I I -Si C 4c25 _. S I I r 4-tto 41 I il ).,--r• 14-1.1 4-4$' %AI ScMP•& Wow c.��fr4D 449 P ��G)t•r�a P 74)-4?‘ (0640 ra jpv e/b ETA • Szi '9 ,JI st t 1e. ti G°10 ,o k�2 AMAlitt (P ' -ko t -lt,dD rZeor- t #.4660 Wiz 'Lb c-tto » AP> t • 1 P," , c.<• �-- ''t"ikU.. 1 FEE, 2 '95 3:59PM D'AMPTO CONVERS46 206E278986 IL, l.... 1______, Project DAMATO / Flit-Lai., e-41. or95 CONVERS.4NO I .... Projeet Nv, cta re-. 44 Sheet No. a , iNc, Isi,blect By A=t pe.11)0nO Dare 2'1 441%-- ( nnshlting Enxinceo 6,"2-1LA--& II1N 717'.. • . . • (1..wepstk w,25 6i1frx r.7.411-11.‘ • • • • ■•I 1011. II Ia. 11••■• - kAVLA., TAKI Gcp141.1e,t—itrz. Os-Li e-AtAirxr4 r444:71.- lec-4,0144 CC74. 44tor-.--e 644 /o'sfPezz4-,-- 1 LIL vioc.pic? e-?r (04.to flac-4:› kvbc'r /.' clLItc'r 911 PQQ ck0 199 RECEIVED DEC 231994 PUBLIC WORKS CI O F iUKVVILA NOV 231994 PERMIT CENTER STAIR & MEZZANINE DESIGN SKI — SK4 FUTURE SHOP — SOUTHCENTER principal In charge A. SCLATER project manager DPM drawn by: GKH Job number 9437.002 sheet # 11/23/94 • 11/23/94/ gkh/ 9437 NOTE: REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL STAIR INFORMATION CAR INSTALLATION MEZZANINE ABOVE CONCRETE FILLED METAL PAN STAIR; REFER TO STRUCTURAL STAIR 5'— 6" 3'2" TO NDERSIDE OF ZZANINE FRAM G TO UNDERSIDE' OF MEZZANINE FRAMING JX N 1 1/2 0 NOMINAL HANDRAIL 1" 11 TREADS @I 11" 11 3'—l" = 10'-1" FIELD VERIFY REGIS] EPED RCHITECT !STAIR PLAN © CAR INSTALL FUTURE SHOP - SOUTHCENTER ALA D. SCLATER ......„1 STATE OF WASHINGTON rincipol in chorga A. SCLATER project monoger DPM drown by: , GKH Job number 9437 002 sheet # SK1 11/23/94 1/4"=1'—O" a) r cn NOTE: REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL STAIR INFORMATION CAR INSTALLATION BELOW PROVIDE 5' -O" WIDE BY 4' -O" HIGH ALUMINUM FRAME RELIGHTS, TYPICAL AT OFFICE AND WORKSHOP; SILL HEIGHT AT 3' -0" A.F.F. rto 5' -6" 3' -2" 4' -6" 1T 3, -4" 11 11 3' -0" CLEAR WORKSHOP 3' -0" < CLEAR L STAIR EI 1 1/2 0 NOMINAL HANDRAIL IMMO II 2 STAIR PLAN © MEZZANINE sheet # SK2 11/23/94 trise REGISTERED o.... At ITECT •LA`1 . SCLATER STATE 1 WASHINGTON FUTURE SHOP - SOUTHCENTER in chor I principal charge A. SCLATER project monoger DPM drown by: GKH job number 9437.002 1/4 " =1' -0" LNOTE: REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL STAIR INFORMATION 1111•■•■•■•■ WORKSHOP STAIR CONCRETE FILLED METAL PAN STAIR; REFER TO STRUCTURAL EXISTING CONCRETE FLOOR SLAB 1 1/2"0 NOMINAL HANDRAIL 12 RISERS 7, • revIrv.,70t.r^tti,rt.', .Ax ...•117,77!", ^. • •^"IF.,..nigfc.72!•11,,,ClItr..7,11•Iet../.,,,%171.t 'TA STAIR DETAILS sheet # SK3 11/23/94 386 REGISTERED •ati ITEM' of -AFv7 . „ SCLA R STA OF WASHINGTON FUTURE SHOP - SOUTHCENTER Principal In chorge A. SCLATER project manager DPM drown by:, GK H Job number 9437 002 • revIrv.,70t.r^tti,rt.', .Ax ...•117,77!", ^. • •^"IF.,..nigfc.72!•11,,,ClItr..7,11•Iet../.,,,%171.t 'TA 1 PARTITION LEGEND 16ga 6' steel studs 0 12' o/c covered on one side with 1/2° plywood to u/s ceiling slab — tope and sand joints once. See IV Woll spec. 6' steel studs 0 16' o/c faced both sides with 1/2' gypsum board, floor to u/s ceiling slob. 6' steel studs 0 16' o/c covered one side with 1/2" gypsum board, floor to u/s ceiling slob. 3 5/8" steel studs 0 16 % faced both sides with 1/2' gypsum board, floor to 9' -6" 3 5/8' steel studs 0 16' o/c covered one side with 1/2" gypsum boord, floor to 9'-6". 6' steel studs 0 16' o/c faced both sides with 1/2' gypsum board, floor to 8'4. 6' steel studs (20 go) 0 16' o/c covered one side with 3/8' structural plywood, floor to u/s of ceiling slob, and faced both sides with 1/2" gypsum board, floor to u/s ceiling slab. Refer to structural drawings for nailing pattern and oddilionol informotion. 6' steel studs 0 16" — apply 6 conc. steel reinf. mesh to 12' o.f.f. then 1/2" fire treoled plywood to 12' o.f.f. then 1/2' gypsum board to u/s ceiling slob on Car Installation side; apply 1/2" gypsum board on the other side. 3 5/8' sled studs 0 16 o/c faced both sides with 1/2" gypsum board, to 4' -0' above tread nosing or finished floor. 31.86 REGISTERED AR ,j CT LAT 11/23/94/ gkh/ A STATE OF WASHINGTON PARTITION LEGEND 'FUTURE SHOP - SOUTHCENTER principal in chorge A. SCLATER project manager DPM drown by:, GKH job number 9437.002 sheet # SK4 11/23/94 wrntrIrrJS3?,.. �.•.,,,r. v. w.....,, .R^.^t•. Y' .9 ..Tt ?^p^rr..rst ...c. na... •=( a7r7• i}!' 4t" R` 2f+ 5^..•^' p ....C'.....iwe..;...ytT'.�� -..� r.....w...... ... y�y. _..n..ti'r..xco�... a.. • q.. Y..». TX." ,7r::•.rn .•.. ..,n NOV.23 '94 10:36AM D'AMATO CONVERSANO SCI D'AMATO CONVERSANO INC. Consulting Engineers 2060278986 P.2 FUTURE SHOP @ SOUTHCENTER Mezzanine Design Structural Calculations Prepared for Kober /Sclater Architects DCI Job # 94159 [EXPIRES 7/19/ 9Z. D'AMATO CONVERSANO INC. CONSULTING ENGINEERS November 23, 1994 610 Market Shen, Suite 200 Kirkland, Washington 980334431 (206) 827. 2238 FAX No, (206) 8274986 • . eyrax. rt. ee�n' lUE4aT1+•' R:'t R::: JC. '..aT.:T7T"t� ^.frY:c'tii1:•riTi LhC.:: x�?)?!'CTi;WYM�".i�R.F ?!+1tC1', J'...+; rir��•�r;, �� {;•J��h.��.� -� �: "„^1 a•."': ?� . �,'•'eY��.. .1.. •!^j,yq�`f. J.`�''.:•: �lL r: i'�C:: •.t. •}.1�,�:r �..�A ^v. NOV.23 '94 10136AM D'AMATO CONVERSANO 1 2060270986 GENERAL STRUCTURAL NOTES for Residential Construction P.3 •OV$RNINQ CODS: The "Uniform Building Code ", 1991 Edition, as adopted and amended by the City of Tukwila shall povem design and construction. BEFERENCE STA DARDS : Reference to ASTM and other standards shall refer to the latest edition in effect as of the bid date of Owner - Contractor agreement except as noted in these documents or designated by the governing code. PLAN NOTES : Notes on the individual structural drawings shall take priority over structural notes on this sheet. DISCREPANCIES,: In case of discrepancies botween the plans, reference standards and goveming code, the more stringent requirements shall govern. All discrepancies shall be brought to the attention of the Architect and Engineer of Record prior to proceeding with any work involved. QONTRACTOR RESPO/VIBILLTIES: The contractor Is responsible for conforming to all OSHA and WISHA safety standards. The contractor is responsible for safety in and around the site and for the strength and stability of all partially completed structures. LOAD LIMITS : Loads on the structure shall be kopt within the limits el the design loads. PECIAL CONDITIONS : Contractor shall verify all dimensions in the field and shall provide adequate shoring and bracing of all structural members during construction, Contractor shall notify the Architect and Structural Engineer of all field changes prior to installation or fabrication. pESIGN CRITERIA LIVE LOADS : Floor Live Load 50 PSF (plus 20 PSF partition) LAIERAL LOADS : Seismic Z . 0.30, C - 2.75,1 -1,0, Rw = 6 (Table No. 23 -0: A,1.b) OII RE4 1: Allowable Soil Bearing Capacity: 2000 psf (Assumed) CAST -IN -PLACE CONCRETE REFERENCE STANDARDS : Concrete construction shall conform to ACI 301 "Specifications for Structural Concrete for Buildings ". Detail reinforcement in accordance with the "ACI Detailing Manual" by the ACI Committee 315, unless noted or shown otherwise. -ON R R Q IIREMENTS : Use a minimum 5 sacks of coment per cubic yard. Concrete to be 2,500 psi at 28 days. REINFORCING STEEL.: Reinforcing steel shall be deformed bars and shall conform to ASTM A-615, Grade 60, unless noted otherwise. Smooth welded wire fabric (WWF) shall conform t0 ASTM A-185, unless otherwise noted. WOOD FRAMiNQ pEFFRENCE STANDARDS : Wood construction shall conform to Chapter 25 of the "Uniform Building Code", and "The Timber Construction Manual" of the American Institute of Timber Construction, and the "National Design Specification for Wood Construction" by the National Forest Products Association. SAWN : Shall be graded in accordance with UBC Standard No. 25-2, based on Standard Grading Rules for Canadian Lumber U.S. Edition; 25-3 based on Standard Grading Rules No. 18 of the West Coast Lumber Inspection Bureau; 25.4 based on Standard Grading Rules of The Western Wood Products Association. Holes and notches shall conform to UBC Section 2517(d)3. lumber grade to be per the attached drawings. war^ .:.¢ 9:n. 7"r3:21? Avg.71:Mq ,r....•.:7•;.^.1! = 7r2^x^fl t Vl,:^:S Z +^_ ' YC r. r "... -.4 S�:YT) c: :: .._ NOV.23 '94 10 :37AM D'AMATO CONVERSANO 2 2060270986 P.4 GLUED LAMINATED TIMBER : Conform to U.S. Product Standard PS 56-73, "Structural Glued Laminated Timber" , AMC 190.1, and AITC 117.82. One coat of end sealer shall be applied Immediately after trimming in either shop or field. Holes and notches shall conform 10 UBC Section 2517(d)3. Combination Symbo( Species Size, GLULAM 20F • V3 DF /DF < 16" Depth Simple Span BEAMS PLYWOOD : Conform to UBC 25-9. Based on Product Standards PS-1 of the Department of Commerce. Plywood panels (sheathing) shall conform to the requirements of the latest edition of "U.S, Product Standard PS -1 for Construction and industrial Plywood ". Each panel shall bear the APA grade trademark of the American Plywood Association. Stamps shall show panel grade, span - rating, thickness & exposure classification. Sheathing shall be as follows: Floor Sheathing: 3/4• T&G APA -rated STURD -I -FLOOR Shearwall Sheathing: Per plans and details Unless noted otherwise In the drawings, the following shall apply for all sheathing: All sub - flooring shall be installed face grain perpendicular to supports or as Indicated on the drawings; sub - flooring sheathing shall be unblocked; shear wall sheathing shall be blocked with metal stud framing at all panel edges; screws and nails shall be installed flush, but shall not fracture the surface of sheathing; nailing not shown shall be as indicated on Table 25.0 of the UBC; all nails shall be common wire nails per UBC Standard 25 -17. CQLp FORMED STEEL FRAMING REFERENCE STANDARDS; AU cold formed steel framing shall conform to the A.I.S.I. `Specification for the Design of Cold - Formed Steel Framing Members.' Cold formed structural tracks and studs 12, 14, and 16 gage materials shall be formed from ASTM A-448, Grade D or ASTM A -670, Grade 50 steel with a minimum Fy-50 ksi. Cold formed structural tracks and studs 18 gage and lighter shall be formed from ASTM A-446, Grade A or ASTM A -570, Grade 33 with a minimum Fy =33 ksi. All studs and tracks shall be galvanized. Fastenings shall be as shown on the drawings, Fastenings not shown shall be as recommended by the manufacturer. SIZE AND PROFILE: Cold formed steel framing members shall be of the size and profile as shown on the drawings. Members equivalent in shape, size, stiffness, and strength by manufacturers not listed on the contract documents may be substituted for framing members shown. Alternate members shall be subject to review and approval by the Architect and Structural Engineer prior to fabrication and erection. ......,,.. n• .. r.e «�.,�.y.. _ rs•..,•e- ^rrs -_ -a�. •mv. .:�.. rrr._ .rt.. �..t..r. _ "ty 'lf• T.. i:'= .'1`....a .. .... .. +i+.�.'_': _t._ �3�5 :•„ /*Ow NOV.23 '94 10t37AM D'AMATO CONVERSANO 206827898 P.5 V/0 .2* ) . '01 lig16 ------"""""'"," •,•' • • •• ••■ • - • • . • NOV.23 '94 10:88AM D'AMATO CONVERSANO 2068278986 P.6 1.... `./.1 Project -• 'O rte- ��a� — Project No. Sheet No. 2 �w ' ' CONV RSANO INC. Subject j�' -a.. r 719-144 MN..j (� By� ` J Date Consulting Engineers .�. ��.L�sT11r,►. V t . (3) 3/ 'ix s` g710 as it %n %sD3-os,F: 1 1 • 0 0 1.34117161'1 x0` ^3. ( fi t s'c') /3+.10 tkei me, -rtAcao 4-1 o- eTy Ewa-- '. . SyNA17 we ,oa4L4 FOtri- w=w4. 6121,m. 17 • 1 wrarr.^ra's*' , .,. n....n.,.......44_: ..r. 7n.v..r.7.17.. 1"..1".71 ^ ^.. e . 7-7 '7 . .. .. :7, ,;ti.'' _. . ......, . iL•,rJslam!. :� .V;i 7Z<.•R.^ . 5.7 1.0_ A .l-, ni-.e. a...ry riaAVrv.+ . v m •rsi., rr.4ta Jr :.t,x.wun r•r. + ron. rmwnrR.-. 4 ..N�o-,r.C:.•kiMFL1[ -0iMVY.I1n +av M,.+uwn...�..vw�r >......« NOV.23 '94 10:38AM D'AMATO CONVERSANO 2068278986 P.7 1. 1.1r k,1. Project '-Y -'. CoNAL • Protect No. Sheet No. 740 CONVERSANO INC. 'Vs °W Subject hI\? 2.' . , F-SaAta 11..10 By l j' Date Consulting Engineers i PL J w1 "NA) Sf vetc. zLM 30A --tar w/ !re n';h 6-41#0 TO Teai (< i.+r Screws, 211j CANNA 151:1..5— 1ti u3G roe 11•f. Y• «�K, T712. hex JB'3 a3e (.$7J 4f 41 e e /sf /I g /d'o. e. vg; StrvCt 1 p41,'64 WI g /p fc'ew3 ['o.t.e e4..0 .dyer •44. Ia'o.c.o S'pp.•ls • Ty ealleae.wa //s rwob l Omplah) 44:4120' t 1Vo1V i'r/L43.6-t gl.S 0. itke). Co e.. n •,!.:21!+.•• r't•"�:'j'" r• 76L'Sf•�"1�CL?'�iP':_"x'•:i ".:f .:: rurr;��. ° ?;r�:"l': ��"7?�"i :. r _. .. r; i:''�..r _ .. �;.... .. ... � "e.. __.. •,. .. �:1�' a•; .r,r t��i7: r"'.D,'�•': �. ���''.. .. ••�'e�...:.r.!. .. :�j�.i�•r.�^ . ,.. :. .. s... NOV .23 '94 10 :38AM D'AMATO CONVERSANO 2068278986 P.8 l./ 11,./ 1 Project -ma-,' (...c N71132... Protect No, Sheet No. L1140 DAM O ''CONVERSANO mac. Subject M VZ .., . g•i?A,A 1M� By r Dote Consulting Engineers y, • .•, '/JAU-- F+twt t tusW O an MP .-) 'J GOC,EJt nt--, P'- d RPM- klekJ iritvi �Z OrJ. tai% aabee- vor . 11 \ 1'v� 7:e-1,11‘ M & U1 .•l ■■•• V7: 47:._•• as:, 37 .P1,7,1t_7:1,7'{:rr2%9S7!!_Z; C :rv,., hr•rT+.n'..-::r,. :�s�,•�., , ^�� "1,a' r�.._,:_ n:•.i "..,.,..;. �';.; ti:. _ " ;.� °'T'� ...:.'... i Y « NOV.23 '94 10 :38AM D'RMATO CONVERSANO 2068278986 P.9 C. IJ d.,1 Project Project No. Sheet No. D'AMATO ' � CONVERSA O !'-' Skiff �. -1 Q q-11 S'! 0 r miC. Subject By Dare Consulting Ennlneets M 2 . Acorn Ok-i 111.-41 OAMla btu • L�t,.e P.- •. L 20 v:r pivurnIcKs -X Peal- 1 te• Psi! °fl. '%1P : 22' LIA L ' v.-7Q Ptze : 2S pi- TL:: W ` tic tS' "S\40 Pt- FrOA ow•9t• ems ,► , , , y. 'vim tot.. �+iE, �•l�'._ , • ? tCohm W . CC_ 1'Zso- it, P 4-- 4'5 ?Lir- 1 \• PL1 (- N SPrAJ • .. MI I Cuez✓C V21.. V414. G to g — '70511-') : �:. "' NOV.23 '94 10 :39AM D'AMATO CONVERSANO Project Name: Future Shop Member Name: 2X Framing 11:19 AM, 11/21/94 SimpleSpan version 2.5 Span: 8 feet - inches Member: Beam Loading Conditions: 113 Ib /lin.ft. Uniform Load Deflection (allowable): U240 Material: Doug. Fir /Larch #2 sd Fb s 1250 Fv 95 E s 1700000 Member Size: Dimensional Lumber - (1) 2 x 8s 2068278986 P.10 Section Modulus (mbr.): 13.14 Moment of Inertia (mbr.): 47.63 Section Modulus (reqd): 8.67 Moment of Inertia (reqd): 15.31 Maximum End Reaction: 452 Ib. Shear Stress: 55% of allow. Deflection (actual): 0.12 11./740) Size Factor: 1.00 Load Duration Factor: 1.00 Maximum Moment: 10848.00 in. lbs. Max. Moment @ 48.00 inches from the support. �r 1 .T;R trt' :.r ' r . t . . t t 1! ;trt.• ur rIt _ e►ns%.t°,'.v:'^.._'5:1";^•; T^' 6'^ LT.: TTYK�' �c�l J°! R4' �'!•' d.�'s4x':t.!!7..9�Ci>r,^',IF:t6 } ��,�� ^..i.+Ct1«.i�_..i��.y+2��? ia.+i^:�t.*ili;:�_ .�J.S...;Y° �:4. J i �.%1..t'3ti, .'.Y`tf�' ...S.r'....:�i »«. NOV.23 '94 10 :39AM D'AMATO CONVERSANO 2066270906 P.11 Project Name: Future Shop Member Name: GL Beam 2:40 PM, 11/22/94 SimpleSpan version 2.5 Span: 22 feet - inches Member: Beam Loading Conditions: 280 Ib /Iin.ft. Uniform Load Deflection (allowable): L/360 Material: User - Defined Wood Fb • 2000 Fv = 165 E - 1600000 Member Size: Rough -Sawn - (1) 4.5" x 15 "H Section Modulus (mbr.): 168.75 Moment of Inertia (mbr.): 1265.62 Section Modulus (reqd): 101.63 Moment of inertia (reqd): 1257.79 Maximum End Reaction: 3080 Ib. Shear Stress: 36% of allow. Deflection (actual): 0.72 "(L /360) Size Factor: 0.97 Load Duration Factor: 1.00 Maximum Moment: 203280.00 in. lbs. Max. Moment @ 132.00 inches from the support. 7/,0 .:.' —: .,..�. iy..,., .�.�.. ..K.. v�-� "}e. T^ : °+: P:` ..M: •1'c Ym"r.f A': T'.,'j L'^.'.y., _ ,:,rr.- ^�-;�`:iu_ l: t. i!- �;'*:%!.�: -:.1 �.. _ �.`5�,�. r .� ._. s.. _,._ _ . ,_ . ..:.....tii.... ,.. a_e_. _ _,....1'2 >..__..e ..f_ °•__y. rywT •{ !••; 7' �'•":{;� ` »nk'ry 1. ^p '. ..f �:y •j1 :'1'h �YfS NOV.23 '94 10 :39RM D'AMATO CONVERSANO ....n, e.u.iw. 1,... wnw.x'n..mflq$ . .11.45W59.M.nt:rd1..+..v.....,. 2068278986 P.12 Prof ecr Prnjerr Nn. Sheet No. Via D AMATO CONVERSANO INC. Subject By Dare Consulting Engineers N►' La lLt : LoWX 411 4-0-f c/- 3 S 1!; 0.(x71 �w ; 0.611 1� 4000 1 F& iovv 1�- ' 2 (o . £" G d Lj8diti Lk . 2-SC rs► v. — -- , 0 p 4,r b -02.- :.'J . Or- ,'b•b ..v&WS. PL. iQ�{'r-i .� •tYr..+�:.. n »�...'. �� %�1�." ). ti �'�: ✓T �." ..r:,, -• ^;fir, .'i,: �•"r� • 7iw�..- »�...�� .;..,r,.. r#: t'i ?: Win.... y..., yt,7' -- •:;t'n, v.,....��r a. .; 4.t,,,..... ,., .. ..�.+. n, y._.�V.,._ n. r n_`_'.,.. J'. .., „._;".i......�Li:'S:�i:iN:�. .i;. _, c %. _. ,._.. «: ;e "'d..ti .__....... . ��. ,.:._, t” i^!, ._M1:�:i::T,LL't_.. «S:`:•5^,±'1 .... ... _.a _,y :_.i+ +::ii :�,n••k.. ..... ., ._... NOV.23 '94 10:39AM D'AMATO CONVERSANO 2068278986 P.13 1..! IL. 1 Project • Project Nn. Sheet Nn. 16 DAMATO CONVERSANO INC. Subject By Date Consulting Engineers "*. _.• &at... 10 GCLA11•11..1% oraveria.i= V4- 'S'ki -Li .vie-mra./4-1) I ctorIkar O. t 7-.1 CUjo.31 rC Vcwe er-omcriaDQ, AS.141.4 P-V5' IZ:f-A- Tar61.4" 1-r. pr LL. Mar' v%.)feapt-, (N0avrvk 01" 14.4.1/-• NATALLAll v2A-Atat1r acmJ, os.vr- WWc"1-- (...r*N.,XT*14 LOAIZ • LOP Pgrz, sax: Bect*Li q14:f (01.ttra.-% L5 (3111: ewags.c.; . 0. •••••••■•••■...s...s k , 11M41.* . PrItzr 1.A14- dOLT"Er * F-'42— 1 PATIAOtv -- -4'52.0 .. 021)C. w 1.. PL e-zrzg_ I)sr2s,..) 1;,11.1).:11194. I ;Iq' , I t.1- r0 C-CX.LA•AN4 wfltL !' M Ls: IV t,NA 4 14:5* iluicas4 2.2.1 4..400g- 1/4..)4 ci. " rvic5IS: "JcACs -roceu-NA1,41 1.1-040 MA"- ilx.Lnn .. �w.. �w..-. kRxv..:�Y' ^- 'W;xA:nWGY')M...rvnn f..'.+nr we�mn. �+• w: w. NrwxexiaVV. w+ n�wwawr�..«. �. wn�au. �A. 4n. n«�r..�wa�Vlnw....nf..w..�,.... NOV.23 '94 10:40AM D'AMATO CONVERSANO 2068278986 P.14 jj V A D�4NIAT0 CONVERSANO • INC. Project f �c 54� � ✓ . S� 714% Ce4, �1 e.- Project No, g51/ 3- Sheet No, / ° //D Subject N ! l e Z i• . / #4lil,'T. c , By Ill Dare / //2. 0 fe Consulting Rngineers {l: fat�''t.'i.� W : 6 4'. -) /cps ',cgsf) 1o, S'a.1ss, G1, z, 7r 1 (r.1 k 2.1-0, 4. Lb) .3 (i a.Lr1 (/g sz,u as) `f y� /.ss, —V-L0 F,,I o • s }b e v u.ed ie 6-g /I / '4 Pi we•a% se re sired f., s.. g "z,/s Pevds till l n/.. \Agyla,VA trieadlui `t-eNS in CA•NNVA RECEIVED AUG 2 41995 TUKWILA PUBLIC WORKS lential Sewer Use Certi,' 7ation fit- - connections, reconnections or change of use of existing connections. to repairs or replacements of existing sewer connections.) '19 and 5968, all sewer customers who establish a new service which uses metropolitan be subject to a capacity charge. The Metro Council has established the amount of the • residential customer or residential customer equivalent for a period of fifteen years. tf providing sewage treatment capacity for new sewer customers. The charge is collected id at a discounted amount. is form should be referred to Metro at 684 -1740. rr Party to be Billed (if different from owner) ffu LOe 1- A DC N k L TtAttAm Party's Mailing Address: (if different from property address) SNAtS -U-%O 4030 Krn9sway City, State, Zip 1 %`1 t5 C. C f O Pr V S 1.4 4?-,,t City or Sewer District . L6 • Owner's Phone Number (LoD4) 4'31 '57 19 Date of Connection 3 14-1 5 'ice Owner's Mailing Address: (If different from above) Side Sewer Permit # l•0&! L (QUA Mr APIVC.46 W t7 1Vliw71(41) USA (NO A. Fixture Units Number of Fixtures x Fixture Units = Total Fixture Units (Public or Private) Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and /or shower 4 2 Q Dental units or lavatory 1 - C) Dishwasher, commercial 4 - Drinking fountain (each head) 1 - 0 Hose bibb or sill cock 5 3 Q Laundry tub or clotheswasher 4 2 Q Sink, bar or lavatory 2 1 0 Sink, clinic, flushing 10 0 Sink, kitchen 4 2 1 4 Sink, other t-tc. L,tr. 11-/1 4 2 '%j I2- Sink wash, circle spray 4 - (� Urinal, flush tank 3 - d Urinal, pedestal 10 - 0 Urinal, wall or stall 5 - 0 Water closet tank 5 3 ' IS Water closet, flush valve 10 6 0 Total Fixture Units 31 Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 RCE For Metro 'use: Account # Monthly Rate SIx Month Due 1058 (Rev. 5191) B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons/day Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) 187 RCE C. Total Residential Customer Equivalents: (add A & B) A B l ,S5 0 1.55 RCE I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/ Representative '- A 1(.1t,' u<Q_ Print Name ti Owner / I 1 1l -t (�t )N>�� Representative -1—G Date 1 19 White - Metro Yellow - Local Sewer Agency Pink - Sewer Customer Sclater /Kimball Architects, P.C. Architects and Planners RECEIVED 414 Stewart Street, Suite 200 CITY OF TUKWILA Seattle, Washington 98101 -1113 FEB 0 8 1995 Telephone: (206) 624 -8682 Facsimile: (206) 621 -8445 PERMIT CENTER r. " w 440,; h °:G;'-.>n•':x-rw.5a.�« ".�•;t'n: TRANSMITTAL Project Number; 9437.000 To: KEN NELSON Company: CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BOULEVARD TUKWILA WA 98188 Date; 02/08/95 via: COURIER Project: FUTURE SHOP — SOUTHCENTER, PLAN CHECK #B94 -0400 Quantity: 2 Remarks: Description: SETS OF REVISED SOUTHCENTER FUTURE SHOP PLANS, PER REQUEST BY DAVE LARSON DRAWINGS ARE SEALED AND SIGNED PER YOUR REQUEST. If enclosures are not as noted, please notify promptly. Transmitted: • Attached ❑ Separate Cover Material; Prints ❑ Copies ❑ Tracings ❑ Reproducibles ❑ Shop Drawings ❑ Samples ❑ Copy of Letters ❑ Sketches ❑ Specifications ❑ Originals ❑ Diskettes Purpose; 0,111 ❑ For Your Use ❑ For Review ❑ For Approval • As Requested ❑ Exceptions ❑ No Exceptions ❑ Revise & Resubmit ❑ Rejected ❑ Record by: Gretchen Hughes Copies to: Master File W /Enclosures; 02409/95 09:29 FAX 206 621 8445 QSCLATER KIMBALL ARCmTECTS, P.C. KOBER /SCLATER X1001/002 FACSIMILE HEADER 414 Stewart Street, Suite 200, Seattle, WA 98101 Telephone (206) 624 -8682 Facsimile (206) 621 -8445 To: /9 7 G /1 7V/� Job No.: -ga aa� Company: .7alaw4 f •P Fax No.: From: No. of Pages (Including Header): Job Name: Date:. ®f P-0096' Confirmation Copy pfl7W/4/6' nrr/ww,-Air re /9-7. fr1/.4 bf�f/7'Y6Nl� 089". _____10/2414/iNg# A(0-‘rg7 (77;?7,1120-P. PG�• Hove i/yo7m-Avs afz elieirdomr. TH0-Au<- If you do not receive all pages, please telephone i Receiver) 091995 • U1\11 CY • PMENT l 02409/95 09:29 FAX 206 621 8445 NOTE: DO NOT SECURE DRYWALL OR STUD FRAMING TO DEFLECTION CHANNEL SOBER /SCLATER 7-- SECURE DEFLECTION CHANNEL TO EXISTING STRUCTURE FIRESTOPPING AT 1 -HOUR FIRE RESISTIVE PARTITIONS (_ DEFLECTION 3jy 11 t,Y„ . G pre CHANNEL � �� tii4 ties ( 11f ) SECURE DRYWALL TO METAL STUD FRAMING PARTITION TYPE AS SCHEDULED, REFER TO DRAWING A -3 RECEIVED CITY OF TUKWILA FEB 0 9 1995 PERMIT CENTER SECURE BOTTOM RUNNER TO EXISTING FLOOR SLAB STUD ATTACHMENT DETAIL SCALE: NO SCALE 02/07/95 10:27 FAX 206 621 8445 KOBER/SCLATER 37 1° all: 1 TUKI( + DCG'F'w DATE CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMIT D7 fi'75' 96 tj 002/005 P.2 RECEIVED CITY OF TUKWILA FEB 0 7 1995 PERMIT CENTER PROJECT NAB pRtreRo- O//' %,kerlhe V roA isDDRESS 4114 aov /7/1-g- /4/ r C NT . PERSON PabPag � % ° °C06j HONE w.� OR ENorNEER 4A i A N mBER_ TYPE OF / OOF REVISION: jam) /}�ff�e/' 4/417J/ 49/W 4 -4: , a/NP/ %f G/6 /?7/V L, wGlr IsAte9 !l/1� -6: fievigeP ry /4/Atz. g/-/o4v //V6 SHEET NUMBER(S) A 1 /49.". ,#_6A7____ _ice- / 67e--A "Cloud" or highlight all areas of revisions and date r vis onsi . CjI fi . A PRO \IED r0� SUBMITTED TO: 5K / : P / ta, GO fig XellGria omstir . / 12 .4VA/0 P vr7WN 02/07/95 10:26 FAX 206 621 8445 KOBER/SCLATER Q001/005 • RECEIVED FEB 0 7 1995 FACSIMILE HEADER COMMUNI TY DEVELOPMENT SCLATER KIMBALL ARCHITECTS, P.C. 414 Stewart Street, Suite 200, Seattle, WA 98101 Telephone (206) 624-8682 Facsimile (206) 621.8445 To: Company: 7#_e_e4X OGP Fax No.: From: give/a/on/ frigio# No. of Pages (Including Header): 6 Job No.: Job Name: Date: ___e7 fe6 4±6_1_ Confirmation Copy Nkrno: X-77/fair P1.01,0 PM/f2 1. goemirr/9-4- 2. Ail'#9. Jr 11( plaw ohe'ck rnembr 9 aivo %.1%."••••w% C\?00\IV- Niv6 AV3 0\‘ RECEIVED FEB 0 7 1995 COMIVIUN ry DEVELOPMENT GG.9 17,04g7oyV 0.9-/eFie GoieM700774W If you do not receive all pages, please telephone immediately. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B94 -0400 (510) Re: Future Shop - 400 Strander Blvd. Dear Sir: John W. Rants, Mayor December 21, 1994 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, 108:0) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.505A) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 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)) City gt Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor 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) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 3314(c)) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) 3. An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1646) 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) All sprinkler system plans, calculations and the r *1Lq 4s City • r 'Tukwila % FIRE DEPARTMENT 444 Andover Park East q Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 John W. Rants, Mayor contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 4. An approved fire alarm system is required per City Ordinance #1646. An approved automatic sprinkler system may be installed in lieu of a fire alarm system. (Plans must be submitted to the Fire Prevention Bureau for approval prior to installation.) (NFPA 72- 2 -5.5) (ADA visual and audible requirements) The installation of wiring and equipment shall be in accordance with NFPA 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 2 -1.4) Local U.L. central station supervision is required. (City Ordinance #1646) Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1646) All new fire alarm systems or modifications to 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 #1646) (UFC 10.503) 5. All electrical work and equipment shall conform strictly to the'standards of The National Electrical Code. (NFPA 70) 6. Draft stops shall be installed in attics, mansards, overhangs, false fronts set out from walls and similar concealed spaces of buildings having uses. other than dwellings or hotels so that the area between draft stops does not exceed 3,000 square feet and the greatest horizontal dimension does not exceed 60 feet. Where approved automative sprinklers are installed, the area between draft stops may be 9,000 square feet and the greatest horizontal dimension may be 100 feet. City "f Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 4 John W. Rants, Mayor 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) When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of U.B.C. 4203. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (UFC 10.203,204 as amended) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc; T.F.D. file ncd r City of Tukwila John W Rants, Mayor Department of Community Development Rick Beeler, Director December 15, 1994 Howard Turner 18420 - 24th Pl. N.E. Seattle, WA 98155 RE: Future Shop tenant improvement Plan check number B94 -0400 Dear Mr. Turner: After an initial review of the subject project, it has been determined that additional information and /or corrections to plans be submitted to complete the plan review approval. Please address the following comments. 1. Sheet A -3 indicates a 1 -hour rated wall, separating the B -1 car installation area from the remaining retail space. Provide additional information to qualify the wall construction specified on the partition.legend numbered 2 and 8. Show that these are tested 1 -hour assemblies. 2. Additional information must be provided and detailed with regard to Alarms and related warning systems required by W.A.C. 51 -20 Section 3106(o). 3. Provide structural plan details and calculations for the suspended bulkhead and security door. Include considerations for lateral bracing. 4. All engineering calculation summaries or conclusions must be reflected on architectural drawings. Engineering must be signed by a Washington State Licensed Engineer. To help expedite the project through our system, I will rout your file to the next department while waiting for your response. Please confirm you have received these comments by contacting this office and /or submit revisions within ten working days. Fill free to call me if there are any questions at 431 -3670, 8:30am to 5:OOpm. Sincerely, Ken Nelsen Plans Examiner 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 Turner & Associates 2063657504 CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 P.01 NOV REC 3 0 1994 EIVED PUBLIC WORKS �'� s• EV IS E O N S U M TTAL s.. * DATE CFO rO q4 PROJECT NAME eu-T GOO? TR.NNor ADDRESS 4t0 46-r Zuin CONTACT PERSON 11)16 -1420 1 L.tS& . PHONE UqS ?4S *ARCHIT'ECI" OR ENGINEER t) PLAN CHECK/PERMIT NUMBER 1594 - 400 TYPE OF REVISION: f- C'C.i4 ffsi Jet. Zilik,,Sll 5 Pre (X •( I51-0 5 ( Cb 1 L54t SHEET NUMBER(S) 1,41 - 1443 "Cloud" or highlight all areas of revisions and da e revisions. SUBMITTED TO: RECEIVED REC'- .. NOV 3 01994 COF ivt�..... . r, LOPMENT NOV cc DE\' . NOV -23 -94 Turner & Associates rERE,ACE. ENGINEERING LIGHTING SUMMARY FOR FUTURE SHOP TUKWII.A Maximum Allowed U • htin • Watta Interior .": t:?o y $,,;,-1.''i '.;,.,..... "�t'�;'t � ".:kfi":Y•,:�st�rxrrr_v 20636$7$04 2 ;8201620 P. 02 Pro osed Li • htln s Watta. e Interior Das • nation Fixture D - scri • tion Total Al owed Watts um•er Watts of fixtures fiixtura 250W Pendant ount MH 60W Adjustable Halogen 50 W Hal, ! en Fixture 2x4 Fluorescent fixture 50 136 86 158 3,264 268 2 528 Total Proposed Watts Propog ®d lighting wattage le within the rna*lmum allowed lighting wattage by: 22223.2 Waits. P. 02 CITY OF TUKWILA Id: ACTP12( u 5 Keyword: UACT User: 1677 Activity Table Processing Permit No: B94 -0400 Tenant: FUTURE SHOP Status: PENDING Address: 400 STRANDER BL 12/20/94 BUILDING PERMIT Type: B -BUILD Vers: 9101 Screen: 01 Base Information Parcel No: 022310 -0070 Owner: BEST PRODUCTS CO INC Validated By: SLB Plan Ck Approved: 12/20/1994 Status: PENDING Applied: 11/23/1994 Issued: / / Active /Inactive: A Completed: / / To Expire: / / C of 0 Issued: / / Bus Lic #: Final Notice: / / Nature of Work: INTERIOR TENANT IMPROVEMENT. Location: Category: ACOM (N= NEW /A= ADD /ALT + SFR,DUP,TRI,APT,MH,COM,IND) Zoning: CM Gas /Elec: Census Code: 437 # of Units: 1 # of Bldgs: 1 Pub Own:N Streams: Slope: N Wetlands: Water:N /A Sewer:N /A Setbacks - North: .0 South: .0 East: .0 West: .0 Valuation: 350,000.00 Fire Protect:SPRINKLERED Type Const: V -N Type Occ:0023 STORE UBC Edition: 1991 Occupant Load:1012 Occupancy Grp:B -2 F7= Update, F2= Previous Line, F1= Screen Index, ESC = Cancel Update CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 12/20/94 Activity document routing maintenance. BUILDING PERMIT Permit No: B94 -0400 Tenant: FUTURE SHOP Status: PENDING Address: 400 STRANDER BL Route: 1 Current Route Line: 3 of 8 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed BUILD 01 01 E BLDG KEN Passed 11/28/94 12/08/94 12/20/94 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1[INITIAL REVIEW 11/28/94 ISSUES TO VERIFY: ACCESSIBILITY OF ] 2[EXITS, 1 -HR SEP AT AUTO INSTALL, NREC LIGHTING SCHEDULE, ] 3[DETAILS FOR WALL BRACING AND SECURITY DOOR BULKHEAD. REG RE -] 4[VIEW. IN -HOUSE STRUCT REVIEW OF MEZZ. 5[ ] 6[occ. load 1012 ] 7[exits o.k. 8[ 9[fire please review and comment. by Ken 101 aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. oe ::--.-F4'.!:'1.Z.7Z.;;-7-:•;g::;:.ir..:(4-.',3."-:---'--.7.:•!:--.7.11:;';-1:::;•; -., • ..., t ,■• .,..,. ri. ... :...; c-• 4 . (.: •,--. „•,... ') 1 -. . 1 l■ ry :i' :1 'E,; 4:-• 4 . ;!! CI 1.-.? tro rf, • ;;I, tu : a ..• Cyr'.. ( . Or) •-•• :::, 9 41 ■'. „ . • .1 C.) ;4' • • • 4 • .... / '.1 ! ' t .07. t40 i .• CJ) .4. • ! 1 '.11 •fl •• r., -:.• • 0 , `; ,t1 • „ .....I ) -.....,......... ,:,,. :. i .. - .1. IL. to I..1..,, ?'''.›,-. •r;1 i:I. :t . .. :•;„ • .0 "..1,4.:• .. 1..4, 1-. 4.! •,,;,: ;•it.a.;,• ...1-,..: . 0. • ,..:.,..,Lif (1.1.11,..: ,',a,... lujj '' ' , : .,:1 ,t,I.,• ",•;15::•;,'"iii • • - ,s1:. Ltiq +-:.. 'P ,Y! it 1..t, sL . : •-_.: '' .,r - :.- -:ti..-, ....:,..::;: -• , . — !,- ! ;',' til .*. :-....i4i •• -• - :,`;1• .f.4. r,t :r. :iji. — ', 01 '• 0 . ,• s";4 • f wq.. •tt..- .t'Z'.:,.. .1-r /4J l'-7 -",,.‘:-.4** ..'. i*C8 ,•,.70 ...1; 0 .t! 'tP ,..........1 ',; ' -; :,, - . .:121..' ..; 9 • •:.,..,..,,,c..4,. -i... ii K, 4 • ..,<: .) . , itA. ,:,9";':::;.. : • IR . • •;•:4, . re..0,, 1:41 ,p. fi, . ', ,,...• • - J1. ,,,.';:: ly .is.;.V -.,.....,..,,.:.•-•,,t-,....:.....z.'...4,4-=1:1•4.....?•4'.4-4-1:•,:f, -L5• . 5.‘, 41..1. :.0;;1:t73, •X, .. () • ::t1 .7: -z."7.!'•:':.i.:.';t:;,...fit,: ..11i. • e6se Elo;z. act uol ! WO t : rull 5;6- roz.0 • • GENERAL NOTES FUTURE SHOP INTERIOR FINISHING WORK The interior finishing work Is to be read In conjunction with the following drawings, notes and specifications. 1. The latest FUTURE SHOP fixtures and fittings details 2. Speclficotions and notes prepared by FUTURE SHOP INCORPORATED. 3. Drawings and specifications issued by Electrical and Mechanical consultants 4. Any work and notes specified under the general contract between FUTURE SHOP and general contractor a. The contractor shall provide for all necessary permit fees and applicotlons required by the local authority, If deemed necessary by FUTURE SHOP, b. Contractor to make good any existing construction damage to bose building due to new construction. c. All materials used shall be installed and /or applied according to the manufacturers' recommendations and specifications. d. It shall be the contractor's sole responsibility to ensure proper sequence, coordination and phasing of construction to meet FUTURE SHOP's construction completion deadline. e. Controctor shall read and be governed by all plans, specifications and general notes contained in the drawings. f. Contractor shall verify locations and elevations of services and rough -ins and if deemed necessary, adjust interior finishing work to suit. Gypsum board in fire -rated demising walls to continue behind intersecting walls. It is sole responsibility of the interior fixture • installer to ensure that all fixtures, shelving, fittings and display and detailing and finishing is constructed in conformance with latest FUTURE SHOP fixture and fitting requirements. For any clorification or direction required contact FUTURE SHOP, 2nd Floor, 4680 Kingswa , Burnaby, BC V5H 4R1, Tel: (604) 431- 5749, Fax: (604) 435 -5157. Contact Perry urban. ;. All dimensions as shown on plans taste precedence over scale measurements. All information constituting construction documents shall be checked and verified by the general contractor and all sub - trades prior to commencement of work and discrepancies reported to the FUTURE SHOP. j. Contractor to paint all wall standards to match wall colour (see FUTURE SHOP specs) on sales floor. k. Contractor to paint all electrical cover plates to match wall colours on soles floor I. Contractor to install trusses and wedges after the store fixtures have been placed and fixed. m. Contractor to coordinate with store fixture installers and electrical trade to ensure fixture wiring is completed during the fixture period. n. The contractor shall individually warrant, for one year, all material and workmanship except as otherwise agreed. Contractor to ensure that all exterior door hinges c/w non - removable hinge pins and astragals. Interior columns. rainwater leaders, etc. are to be pointed PT4 Black if located within black tile (TV wall area only). All other columns on sales floor paint PT5 Ton. r. Dbor colours are to match adjacent wall colour. s. All fitting and construction to be carried out in compliance with applicable state building and accessibility codes. t. Contractor to paint all power poles to match store fixture colour to height of store fixture and PT5 Tan above store fixture height to u/s ceiling (including all cabling). v. All millwork to be per dimensioned specification drawings and field verified prior to fabrication. 9. h. P. q• OUTUNE PRODUCT SPECIFICATION 1, Paint: Walls: One coot of primer - sealer Two coats semi -gloss alkyd enamel, U.N.O. 2. Mirrors: to CAN 2 -12.5 - M76, silvered 6mm thick c/w exposed fasteners, one mirror per washroom. 3. Washroom accessories: Tissue dispenser stainless steel, surface mounted, Twln -Cee #4540. Accessibility grab -bars: chrome plated knurled finish, angle mounted, 36" long beside Collet, Electrical hand dryers in all washrooms to be Bobrick Washroom Equipment model #8700 or equiv. Contractor to supply and install Ilquid soap dispensers above all washroom sinks, soap dispenser to be Bobrick B 150 wall mount our equivalent. 4. Contractor to install backing for wall mounted fixtures. 5. Chrome railings: 2" O.D. tubing, polished chrome plated, cored Into floor and all necessary matching connections and fittings. Harris store equip. or equiv. Rotating gate model MT -4 ARM incl. TY -7 Yoke or equiv. Swing gate model GDF -1 type 3 or equiv. 6. Handicap Water closet: American Std (white) No. 2168.100 Tank No. 4088.100. Bowl No. 3042.109 (Toilet lid to be bolt -down type.) Toilet seat No. 5324.019. Open front wall hung sink: American Std No. 0355.012 (white). Faucet, American Std No. 2385.130 (chrome finish) 7. Lunch room sink: Elkay No. LR -3319 or equivalent. Faucet, Delta No. 100 (chrome finish) 8. Lockers: 12" wide x 15" deep x 72" high double tier by Lyon Metal Products, Inc or equivalent. All lockers c/w sloped top panel and red in colour with black frame, painted on site. 9. Door hardware requirements: Locksets: Sergeant Weatherstripping, sweeps, thresholds, pull, push, Floor stops: Ferrum. 10. Restricting chain: Lawrence Metal Products or equivalent, aluminum butted or welded links (13 links /foot, 3/16" wire. Chain snap is chrome plated brass. Installed, chain tension should arch gently, at least 3' above floor. FOR BID AND CONSTRUCTION INFORMATION, CONTACT: FUTURE SHOP 2ND FLOOR 4680 KINGSWAY BURNABY, BC V5H 4R1 TEL: (604) 431 -5749 FAX: (604) 435 -5157 CONTACT: PERRY BARBAN, PROJECT MANAGER tj4Lj 00 10 -27 -94/GKH/9437A0 y .1 1,11 dill 1 N 1 1 I• I I 11I1'I jl'� I I IIII. III 11 1'I 111.11 I 1 i ;; 1111 , 1,1 1111, III'I,I! 111',111. I I� I,il • I ;I I 1 r 1 1 i l a iul i II. !IL, I111I II, I. Ij 'I II.1111 OH' I 'I ; 'I ■li1,II, I It; • I II'. 1 II 1 IL, II I' „1, I II ril I i 1 I III II Il i 1 11 II III 111 1 '7 '11 II :t� `111 II .1, I, • IIII 11 I. �Iilp III G.PI. ,1 ,I••n 11� 9 INTERIOR VICINITY MAP 1 � el, i ON :isrt r� r NTON �r r 1*1 =� n.� _..i?tFfS V '� SITE PLAN 1 It 1111!I MJMIUIIPPli n. rll ' leas, 5 :IIialE�u�� i1 t �^ 1= 1111111111111�I►' . `t rte"=' "`,7""`711- - r, ,17 j ...v....'::6: °....... ......'.�. : - : :. : !' .A 4.686se.. eaiasYNRtt II11 11 1111 1!1'l III' a dl ',„ I.I! I I'jj.111.11.•11 1 „,I • III 111111 ..' III' i Li •IIII •.•• nhrl ..rII. 1r n1 111. 1 J SHEET INDEX A -0 A -1 A-2 A-3 A -4 A -6 COVER SHEET SPECIFICATION SHEET MERCHANDISING PLAN CONSTRUCTION PLAN REFLECTED CEILING PLAN INTERIOR ELEVATIONS PROJECT INFORMATION PROJECT NAME: PROJECT ADDRESS: PROJECT DESCRIPTION: CONTACT: GOVERNING CODES: CONSTRUCTION TYPE: BUILDING TYPE B -2 (RETAIL) SQUARE FOOTAGE: OCCUPANCY CALCULATIONS: FOR TOTAL TYPE 8 -2: EXIT WIDTH CALCULATIONS: FOR TOTAL TYPE B -2: FUTURE SHOP, LIMITED 240 ANDOVER PARK WEST TUKWILA, WASHINGTON RETAIL STORE PRIMARY PRODUCT - ELECTRONICS PERRY BARBAN CONSTRUCTION MANAGER ALL WORK SHALL COMPLY TO ALL APPLICABLE CODES. INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 1991 UNIFORM BUILDING CODE AMERICANS WITH DISABILITIES ACT WASHINGTON STATE REGULATIONS (WAC 51 -20) V - N FULLY SPRINKLERED RETAIL AREA = 29,168 S.F. STORAGE, EQUIPMENT AREAS = 1,946 S.F. CIRCULATION, OFFICE, TOILET AREAS = 756 S.F. LOUNGE AREA = 375 S.F. TOTAL AREA 32,245 S.F. RETAIL AREA STORAGE, EQUIPMENT AREAS CIRCULATION, OFFICE, TOILET AREAS LOUNGE AREA TOTAL OCCUPANTS 29,168/30 = 972 1,946/300 = 7 756/100 = 8 375/15 = 25 1012 1012(.2) = 202" (MINIMUM EXIT WIDTH) BUILDING TYPE 8 -1 (CAR STEREO INSTALLATION) SQUARE FOOTAGE: TOTAL AREA 839 S.F. OCCUPANCY CALCULATIONS: FOR TOTAL TYPE B -1: EXIT WIDTH CALCULATIONS: FOR TOTAL TYPE 8 -1: • ,Illy W • r.....1 ay Inl, .1 III rl,luphnnu 206 Ii ?•t 86111 FUTURE SHOP OTAL OCCUPANTS TOTAL OCCUPANTS TOTAL OCCUPANTS TOTAL OCCUPANTS FOUR EXITS REQUIRED) • • 839/200 = 4 (TOTAL OCCUPANTS; ONE EXIT IS REQUIRED) 4(.2) = 1” (THEREFORE MINIMUM EXIT WIDTH IS 36") BUILDING TYPE 8 -2 (UPPER FLOOR OF CAR STEREO INSTALLATION) SQUARE FOOTAGE: TOTAL AREA 294 S.F. OCCUPANCY CALCULATIONS: FOR UPPER FLOOR OF TYPE 8 -2: EXIT WIDTH CALCULATIONS: FOR UPPER FLOOR OF TYPE B -2: I 1811 111 ' •�. � (IIII; �r II I �I ` 10'1111 � nr^r.rll p..l..rl l: `\O1 II , • 'y' CIRCULATION, OFFICE, TOILET AREAS TOTAL OCCUPANTS Plan Check eeclOa tunderstand that the mtssttwte� ton sublect to es errors t an ° plane does not authorise toadied Or ad,ne wine'• adopted �ot °.!! , eM tractor ac �� „ sv - Dote Prow"' 294/100 = 3 (TOTAL OCCUPANTS) 3 (ONE EXIT REQUIRED) 3(.3) = 1" (THEREFORE MINIMUM EXIT STAIR WIDTH IS 36") HIE SOUTHCENTER I,' 1111, III III II II�,LI III Ii ,II tI 1 Ill III 1 =J` I u III . SUKwtth Al t itA pol5 pr t IMt% FEB 0B PEWIT cones PRINTED FEB 081995 Kobedsdater Architects 11 -04 -91 PER OVER CONNtMS no dote Item • l signature A SCL TER ' D. MEY RS 1 -le. •e1.- ea Ir, GKH — asset .s sheet title COVER SHEET job number sheet number 9437.000 A -O date 10 -27 -94 of ehoete MAN 0 10 !nit OF vszt.r.cri • 11 -04 -91 PER OVER CONNtMS no dote Item • l signature A SCL TER ' D. MEY RS 1 -le. •e1.- ea Ir, GKH — asset .s sheet title COVER SHEET job number sheet number 9437.000 A -O date 10 -27 -94 of ehoete ti w X 10- 27- 94/GKH/9437A1 NOTE: ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT THE ENTRANCE 000RS SHALL HAVE A SIGN STATING 'THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS' ITEM LANDLORD DOOR SCHEDULE NO, DOOR SIZE MATERIAL F�qM MATERIAL PULL/ p STOP SET STR STRIP STRIKE SET PANIC PLATE CLOSER TMM OSH# SETo REMARKS 1 t' -s X7' -I PR, WAREHOUSE ALUM ALUM • • • • • MATERIAL FINISH • • • • • 1 2 CHASE DEURUS SOLID ALUM, IMPACT DOORS C JAMB GUARDS, SPRUNG BUMPERS, 14'X16' VIEW PANEL, MODEL SO -2000 CA E -Z RISE HINGES WITH CASTE ALUM ELEPHANT (OR EQUAL), FOOT STOP, SIGN BY CONTRACTOR CONCEALED HINGES. FOOT DOOR STOP, 2 '_d'x7' -G' CAR INSTALL EXIT METAL METAL eWp l; Iiiiasonsaill • 3 t'-7 7' -7 FAX 1 CSR ROOM HOLLOW WOOD POST • SEE FINISH DETAILS ON PLAN _2 OME THEATRE 1 -- • } T -BAR • SIGN, BY FUTURE SHOP 4 t•- O17= d'_YJC _ NEON WOOD 1 •-_ -S posy 3 1ST PTO PTO SEE FINISH DETAILS ON PLAN 4 • • PAINT • SION BY CONTRACfOR,HAN01CAp QA��IS tE WWDTES 4 LOCK 5 "'- d'X7' -0' WC HOLLOW _HOOD 876 WHITE OR EQ • • • EXIST PTB SEE FINISH DETAILS ON PLAN 6 • • - EAL • � HANDLES & SIGN BY CONTRACiOR,HANOICAP lin 8 t'- 0'x7' -7 STAFF ROOM HOLLOW Woof e - • — EXIST PTO SEE FINISH DETAILS ON PLAN • • -EAL 0 • -- 7 1_7X7' -0' MANAGER HOUOW WOOD e - • • - - T -BAR PL4 °L5 FINISH: WHITE PER MANUFACTURER • SIGN BY FUTURE SHOP 8 t'- 7x7' -tf TECH RM STORAGE HOLLOW WOOD r - • • - 5 r - I • • • 9 9 t'- 7X7' -d' WAREHOUSET:XIT - EAL 1 -- • • - 1 e ' - T -BAR PTO EXISTING 10 t'- 7X7' -0' PR. VESTIBULE ALUM /CIAO ALUM/D v.jiI.um ALUM Kg W000 -EAL • • • e • e • DOCK LEVELLER - POST 11 CH ROOM STORAGE COjjcEALED HINGES, CONCEALED HINGES, 11 ;= U%T_d' PR,SSTIBULE 12 1'-147' -7 CAR WORKSHOP HOLLOW HOLLOW - 5 • • • • • T -BAR SEE SPEC • 12 AREHOUSE ONC 1 -EAL j-- -EAL B1 t3 t'-d'x7' -• CAR OFFICE , • SECURITY CAMERA CABUNG • e �'' ejI_C•- EXIST PTO ,ONE COAT ONLY PRIMER OVER MER 13 14 t' -d'X7' -DING / CAR HOLLOW 1' PLYWD WOOD EXIST • • 14 15,16 s- BULE _ r • -EAL B1 -EAL Bt • • SEE SPEC ON A -0 • SIGN By CONTRACTOR,HANDICAP PASSAGE HANDLES & LOCK 15 ''- 7X15' -6' APPROX WOOD - AFF WASHROOMS • e - 5 e - T -BAR SITE BUILD. 1' PLYWOOD W/PIANO HINGE(S) FULL LENGTH & SPRING LOADED FASTENERS. FIELD VERIFY DIMENSIOJS, 16 t'- 7X7' -7 CORRIDOR HOLLOW WOOD - 1 • P 4 J Q e 4 • • 4 • 17 '- 7X7' -7 EXIT METAL METAL - EAL • • • _• -__ • _ 10 • • • • •_ • HANDICAP PASSAGE HANDLES & LOCK. CONCEALED HINGES. FOOT DOORSTOP 18 '- 7X7' -7 MIT METAL 1' PLYWD METAL T -BAR • _• • • FFICE (CAR INSTALL.) • • • • HANDICAP PASSAGE HANDLES l4 LOCK. CONCEALED HINGES. FOOT DOOR STOP 19 "- 7X15' -6' APPROX WOOD - 8 • 6 T -BAR CEIUNO FINISH: WHITE PER MANUFACTURER 21 ORKSHOP t INSTALL.) --d - EAL, 71 -- SITE BUILD. 1' PLYWOOD W /PLNO HINGES) FULL LENGTH & SPRING LOADED FASTENERS, FIELD VERIFY DIMENSIONS 20 • •LL UP r - 6 - 6 Ti-em CEIUNO FINISH: WHITE PER MANUFACTURER 22 R INSTILLATION BAY M:ONC - EAL 31 -- EXISTING 21 •011 UP e ' • 6 8 EXIST 10.113 23 - PEAKER ROOM 1 72 _,31 - ,31 -- - DOSTING 22 t'- 7X7' -7 PR. VESTIBULE e - - 4 • 4 T -BAR tEIUN0 FINISH: WHITE PER MANUFACTURER 24 - PEAKER ROOM 2 2 - 4 e - EXISTING 23 L'- 7x7'_7 PR, VESTIBULE e • 4 T -BAR ' ,CEILING FINISH: WHITE PER MANUFACTURER 25 -AIR F1 — in -- eLe • EXISTING 24 OT USED e - 25 •'- 7X7' -14 EXIT METAL METAL • • • • • • • • • HANDICAP PASSAGE HANDLES & LOCK. CONCEALED HINGES. FOOT DOOR STOP 26 ••U. UP EXISTING NOTE: ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT THE ENTRANCE 000RS SHALL HAVE A SIGN STATING 'THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS' ffle oqoo DIVISION OF WORK ITEM LANDLORD ROOM FINISH SCHEDULE NO. ROOM NAME FLOOR BASE WALLS INSTAU. FURNISH INSTALL OSILEKMOLUMETA4 • NORTH SOUTH EAST WEST CEILING MATER I FINISH MATERIAL FINISH ATERIA FINISH MATER! FINISH MATERI FINISH I ATERIA FINISH MATERIAL FINISH REMARKS 1 - ES FLOOR 1 2 - 1 -- e - - - 4 eWp l; Iiiiasonsaill - a eyp MIIIZINII e - - - e • • - - POST PTO SEE FINISH DETAILS ON PLAN _2 OME THEATRE 1 -- a l• - 4 - • 5 T -BAR PT2 CEIUNG FINISH: WHITE PER MANUFACTURER 3 DEO 3 1 -EAL - E 1 -- e • posy 3 1ST PTO PTO SEE FINISH DETAILS ON PLAN 4 UDtOWJCa 1 PAINT BENJAMIN MOORE e _ SEE FINISH DETAILS ON PLAN 5 NS STATION -- 876 WHITE OR EQ • `ORYFALL" PAINT, USE GLOSS WHERE SUBSTRATE IS WOOD • EXIST PTB SEE FINISH DETAILS ON PLAN 6 • MPUTERS PAINT - EAL 1 -- e • U1WIDINO AND_AsS_FABLY r 619 -3 e - — — EXIST PTO SEE FINISH DETAILS ON PLAN 7 - AFF ROOM -EAL 1 -- e - BOX STAND (TV WALL) • e - • e - - - T -BAR PL4 °L5 FINISH: WHITE PER MANUFACTURER 8 • OER'S OFFICE • - 1 -- r - r - - 5 r - e - - 1 T -BAR ,CEIUNO CEIUNO FINISH: WHITE PER MANUFACTURER 9 Ax/CSR ROOM - EAL 1 -- • • - SEE DRAWINGS AND FIXTURE HANDBOOK e ' - T -BAR PTO 'CEILING FINISH: WHITE PER MANUFACTURER - 5 10 USTOMER SERVICE STAFF' ROOM COUNTER -EAL 1 - -• e e • DOCK LEVELLER - POST 11 CH ROOM STORAGE • -EAL 1 -- N REHOUSE SKELVAQ e • - 5 e • ,�eW rte- - • • T -BAR SEE SPEC JCEIUNO FINISH: WHITE PER MANUFACTURER 12 AREHOUSE ONC 1 -EAL j-- -EAL B1 -- -- - e r itASS . SECURITY CAMERA CABUNG • e �'' ejI_C•- EXIST PTO ,ONE COAT ONLY PRIMER OVER MER 13 ORRIDOR_ • e - EXIST P'T8 CHROME RAILI$G 14 15,16 s- BULE _ 4 F5 -EAL B1 -EAL Bt - - - - SEE SPEC ON A -0 - LASS - -- -- - AFF WASHROOMS i e e - 5 e - T -BAR —Pl./SE EPDXY PAINT ON WALLS & COVE BASE; CEILING FINISH: WHITE PER MANUFACTURER 17 STEREO 2 - 1 -- P 4 J Q e 4 • 4 e 4 T -BAR CEILING FINISH: WHITE PER MANUFACTURER 18 19 __ 20 • ROJECTION_ ROOM ASHROOM (CAR INSTALL) 2 - EAL 1 S1 -- 10 10 ' 6 j' c • • 10 • 6 T -BAR CEIUNG FINISH: WHITE PER MANUFACTURER F5 - EAL • 6 T -BAR USE EPDXY PAINT ON WALLS & COVE BASE; CEIUNO FINISH: WHITE PER MANUFACTURER • FFICE (CAR INSTALL.) =1 — - EAL ,31 -- r - • 6 sir e - - 8 • 6 T -BAR CEIUNO FINISH: WHITE PER MANUFACTURER 21 ORKSHOP t INSTALL.) --d - EAL, 71 -- e • 6 r - 6 - 6 Ti-em CEIUNO FINISH: WHITE PER MANUFACTURER 22 R INSTILLATION BAY M:ONC - EAL 31 -- e ' 8 e ' • 6 8 EXIST 10.113 23 - PEAKER ROOM 1 72 _,31 - ,31 -- - e • 4 e - - 4 • 4 T -BAR tEIUN0 FINISH: WHITE PER MANUFACTURER 24 - PEAKER ROOM 2 2 - 4 e - 4 e • 4 T -BAR ' ,CEILING FINISH: WHITE PER MANUFACTURER 25 -AIR F1 — in -- eLe • ,,/ • e - ffle oqoo DIVISION OF WORK ITEM LANDLORD �� COOR NTRAOT OWNER MANUFACTURER FURNISH INSTAU. FURNISH INSTAU. FURNISH INSTALL OSILEKMOLUMETA4 • REMARKS .1 21 __ 1 1 CARPET KARASTAN BIGELOW PAMUCO SERIES 23001/1005Q,- COLOR: CHARCOAL • _ GORIOI ARMSTRONG COMP- ANION SQUARE 51970 MONOBLACK t4 A ROPPE RAISED CIRC. ,0 „_ t.�c_ - :LORM F5 SHEET VINYL CONGOLEUM • • r6 EXTERIOR STUDS & INSULATION • • •URPLE tgiffifQ -- INTERIOR USP - DUIT TO • • • PT1 SEINKLER • 1315 RED ALKYD ENAMEL APPLY 2 COATS OVER PRIMER PT2 PAINT PRATT & LAMBERT GRID FOgFl DO 'T3 PAINT BENJAMIN MOORE USE GLOSS WHERE SUBSTRATE IS WOOD oT4 PAINT SSNO BARE ORS • • PAINT BENJAMIN MOORE 1018 TAN OR EQUAL ALKYD ENAMEL APPLY 2 COATS OVER PRIMER PTO NS STATION BENJAMIN MOORE 876 WHITE OR EQ • `ORYFALL" PAINT, USE GLOSS WHERE SUBSTRATE IS WOOD • • PARKER PAINT (JSOADING AND PLACING A$j.WLP °T8 — PAINT PARKER PAINT • • 2T9 U1WIDINO AND_AsS_FABLY ! � 619 -3 - • • 4OADING AND ASSEMBLY S • • 0L3 PLASTIC LAMINATE BOX STAND (TV WALL) CAUTION YELLOW • • SEE SPEC (CARPET COVERED F2) _ao_ SPEAKER STAND PL4 °L5 PLASTIC LAMINATE PLASTIC LAMINATE • • AUDIO DISPLAY BASE • • EDGES ATFORM (TV WALL) • • *EtSPEC (CARPET COVERED FF S USSES & WEDGES • • SEE DRAWINGS AND FIXTURE HANDBOOK AX ROOM COUNTER • • ,SEE SREC STAFF' ROOM COUNTER • • SEE_ SPEC DOCK LEVELLER • • N REHOUSE SKELVAQ • • • • SESP C ST0 APE ROOMLSHELVING SEE SPEC CUSTOMER SERVICE COUNTER • • G SECURITY CAMERA CABUNG • SEE_ SPEC LASER DISC SHELF • • SEEBPEC CHROME RAILI$G • • SEE SPEC ON A -0 to t�'3 %.133 vt t FEB 08tog mar coma ' lI(')• I,•Inp:mini 11)1, U/4 tl1,11/ RONNEMSFEttst ragyMMItiv FUTURE SHOP 8oUTIo no It -01-94 date FINIS H LEGEND SYMBOL ITEM MANUFACTURER TYPE DESCRIPTION El VCT AMMO DURAVINYL 3061 300mmX 300mm ACT 1013 F2 CARPET KARASTAN BIGELOW PAMUCO SERIES 23001/1005Q,- COLOR: CHARCOAL F3 VCT ARMSTRONG COMP- ANION SQUARE 51970 MONOBLACK t4 RUBBER TILE ROPPE RAISED CIRC. BLACK 100 F5 SHEET VINYL CONGOLEUM C1000 BLACK HITE r6 VCT ARMSTRONG 51934 •URPLE 4• 500 131 RUBBER BASE ROPPE =LACK PT1 PAINT BENJAMIN MOORE 1315 RED ALKYD ENAMEL APPLY 2 COATS OVER PRIMER PT2 PAINT PRATT & LAMBERT 734 TYROL GREEN 329 YELLOW USE GLOSS WHERE SUBSTRATE IS WOOD 'T3 PAINT BENJAMIN MOORE USE GLOSS WHERE SUBSTRATE IS WOOD oT4 PAINT BENJAMIN MOORE BLACK ALKYD ENAMEL MATTE, 2 COATS OVER PRIMER PM PAINT BENJAMIN MOORE 1018 TAN OR EQUAL ALKYD ENAMEL APPLY 2 COATS OVER PRIMER PTO PAINT BENJAMIN MOORE 876 WHITE OR EQ • `ORYFALL" PAINT, USE GLOSS WHERE SUBSTRATE IS WOOD P17 PAINT PARKER PAINT 5165A °T8 — PAINT PARKER PAINT 4003M 2T9 PAINT KELLY MOORE 619 -3 DT10 PAINT BENJAMIN MOORE 1313 0L3 PLASTIC LAMINATE NEVAMAR CAUTION YELLOW NEVAMAR NEVAMAR S -4-21T BLACK S -6-1T PORCELAIN (TAN) S -2 -50T PL4 °L5 PLASTIC LAMINATE PLASTIC LAMINATE to t�'3 %.133 vt t FEB 08tog mar coma ' lI(')• I,•Inp:mini 11)1, U/4 tl1,11/ RONNEMSFEttst ragyMMItiv FUTURE SHOP 8oUTIo no It -01-94 date PER OMQR ODIOIENIS item Ir"t.°i..".L” tre:.ti ii'."ri.�'..w ftcr ;E "'t i� signature lesairA R and D. MFRS .•,. ..our .o,,, GKH India net no sheet Utle SPECIFICATION SHEET Job number 9437.000 sheet number A-1 date 10 -27 -94 o1 sheets 1 lot fu maul ML Haw a101 1 2 MEZZANINE PLAN (B TIVN AS FULL •C1 d0 XI Ma -a 1 -- - ' u_ M3/4'9014 .Y� M ,4c:a .111 NO 9 • 16' OMB RIOE1t8 as COMPUTERS I.. _ y' f f ryJl r I•.Y.)L�.,I 'b'x IL (eral) ow �yy 7 ( 191 r• x r"*le .1 }{ 1 y I Gil F 8 LLLl4 1t I a Y 1g v1 i. !- --I • Igi I b Y N v. 4 �Ld MS FLOOR • I °' b I I ; ` I - - t 7 9 C • • le! WON ROOM 111 11 I I 11 o1 HOME I WARE ` 0 0 0 0 �� ra 114 111 111 WAREHOUSE T 111 111 - -- -111 MA A SPEND ROOM 11 1 LOWER FLOOR PLAN 717•I• sn ll b SPEAKER ROOM 11 I Olt AUDIO 031 \\ 4 M N 11 X 44:L- 1 I tC 4 1 Y I r . 4 hl �h h 11h1 I 51b. mrs bI a• k; ; 4 J1' e- 1r ccIpaals ICW:['agins ICIIIPCoival—EDNIPON • tr -r CAR STERE° • ere, NOTE: VERIFY FIXTURE LOCATIONS WITH ELECTRICAL DRAWINGS ria 4 y, t� r via � L --.-- ti— .4 `Irrro-di fend, m�i m.r.,„Li n,.„11 f4-i„ pl /, lr I4, fwd. 111-• �nr 'N ��ecC�i;.jp..l''N A L`i �] iL to sum sum ruatmilif APPDANCES - ___ — Ix.7rld0.9l Lunndd .9 I I h ia qq; h Ih b • � II hJb 4 Ib �9 b In h �-- II lYY tld.n.9I $ 7Tnnwa • bw�:.a+ , 7:1 n bu.. 2+c701 .lvs:9 S3 I 1x1, u'Se Stai 33,�i�lI M- ' 1- )r // 11 11 // _ I/ — - N L J L —j I-' _ 1 1/ I 11 / —— - rt'-f. ?Y r 'r • � x01 1 •,n t, •• I it t I T� II x riTH FT- 1"T�1 fiS ,. 1 . . •'r .. •1 ilb eN 13C14e MOD mod M • • • • Chen d 11 11 11 11 11 11 11 11 I __Jr • 1 n ,, rvi ,1WW ,,UNM IFf7T, ,,,.Ji /lV'u1l rlAbl at •CUSTOMER - SERVICE at1Si rN°1Ru FED 0 81995 PEWS COSIER • �111r 1 r IIIII,Irl� • ,. rfrth.s ,r+ b•I,1, q/ % rV u • �:,.t7 +�n tt: r a *.wP• H y at xi' cv r wk>gTcv� , pP'ti m" d (w rdn aiq n : �rl-I Oed S .• k c n Gtt Vqr . �f e,�i th steo : Ed n. � 41-r . 1�1 Reb° ,i b td C:�1 1 � l 1V 1rt r ,y -, p 1 bins", aYl h tiati g ai a Irp �Y1 '1� G :l4b 0 pRt•: ' FUTURE SHOP SOUTHCENTER • 0t -2E-95 11 -04-96 date PER OUNER REOUES& PER ONNER COST StS Item (no Y'9YM UV g.Y ��/ppl� Nt.=a MN 9t» signature "Sant a news 0 E1r RS non sae ...1 en GKH mien .udtsl es i d' °1 - sheet title MERCHANDIZING PLAN Job number 9437.000 sheet number A-2 dote 10_27_94 of Sheets • W L COO U CON PROVIDE s' -d' MOE Elf 4. -If HIGH ALUMINUM AFT FFICE IADD WORIGHIP1 SILL HEIGHT AT 3' -0' AF.F. WALL CONSTRUCTION TO HE 1 HOUR RATEOI MEZZANINE B 2 MEZZANINE PLA PROVIDE BLOCNING BETWEEN JOISTS; CONRNUE DRYWALL TO I UNDERSIDE OF DEC INGI BETWEEN JOISTS AT MEZZANINE FLOOR AND TO UNDERSIDE OF RODE FRAMING ABOVE M INE PROVIDE PROPER IANDINO, HANDRAILS AND STAR REQUIRED FOR EXITING PROVIDE ILLUMINATED EXIT SIGN ABOVE DOOR - SEE ELECTRICAL DRAWINGS PARTITION LEGEND Abbe a tbd OA 41t % wraw0 at re db FA 1/t paoo0 N a/o Mg - tcp of No0 Fib coo. Sao l lli pm tbdtbb• If 4/ o SOD lbtpI Nger bat bar bd1abhp�► did At II It oJo mad as db lb 1/t Wm eord bi tufi p ii ib/ lldid gob btee /t Ord to) OFAltfgm bar lofee iW del mat Ie oft meta o110►el I/t gap bag fox N94. del tobIleo /tkWkb sib diI/t gem Fitt dotb14. 10 go a dal rag if oft maw oil dd4 410 i/i stnt s Moat Oa N oft aa@ gstbaMIaadkestepdAt /t woo bardIboaNuJ� aBq d* Rea to timbal drat, l� slog FM rd WXC4 Wards 10 p a dad stab • to - qpy a atr del tad. Ind► Am VI two toad m Or tobldba 0* spy I/1' IR beda0 ditched pFoo0, Pus 5/1/ mon toad � bee is Mat, For tort ad Fug b N iambi has Ma N sr atl dab Rea N naiad refry le erg F1lom od tan tdrdaLt tt IRS KM ID wri. 4 toad o 4 hot reegg of OW nu aiiN R AMtittot le oh Nab dOr eu 1/1 ggse Nra fox N oft MI tit Raw CONTRACTOR TO PROVIDE SMOOTH LESS THAN 1/1, DEPTH oti EITHER SIDE) TRH AT Ear DOORS, SYMBOL LEGEND T WALL TYPE ROOM NUMBER 0 FLOOR MATERIAL at4 PAINT 0 DOOR NUMBER NOTES ALL DIMENSIONS ARE TO FACE OF' FINISH U,N.O, ALL STUDS TO CONFORM WITH LOADING AND DEFLECTION CRITERIA FOR HEIGHTS OF BUILDING BASED ON WALL TYPES CONTRACTOR TO MAKE WALLS READY FOR PAINT (FILL AND PATCH ALL HOLES) PROVIDE ILLUMINATED EXIT SIGN ABOVE DOOR - SEE ELECTRICAL DRAWINGS PTO C11R WS&AUATION WALL CONSTRUCTION 1 HR RATED bbd reads lbw PROVIDE ILLUIRNATEO OUT • SION ABOVE DOOR - SEE ELECTRICAL DRAWINGS. 5' -6" COMPUTERS 6 4 n 30' -6" 19' -9" 0 AT VIDEO b O O; _ � CIUpS�TOOMER STRVI E E NA Wet &MI Was_ epmia Gem PROVIDE 4.-d' WIDE Br 4' -0° HIGH ALUMINUM ERNE REUGNT, SILL HEICHF AT 3' -C' AFf. 1 LOWER FLOOR PLAN 22'-6' 14' -0e arraau FEB 0 8 Me man own II II'', L I ,I PI I':, e a ark 1 {I tnci u 4. r.L:n ,.'yf Hid 'e cx rs n. p�.tf 81. �,(rsj,: . 1'. ft'31{R�c.: J tt 1'1 k� t RO 1 nett - tln'�ai �ii�: a,%Xrq��°:+'cea:G`,` eliw by 1h'1}p,eb . b(va «btgc a • 2n.b l.i'vic �9l fC, �U r I brae u1,�'`'eoh7Vv] ��fi.�P]y7 `• G1rLaefz "1" r r, fY': R•;Rd ‘,44 to ro: ll�r,ecrCty IC FUTURE SHOP BOUTHGENTER no 02 -06-95 01 -24 -95 t2 -21 -94 11 -04-94 date PER GC COMMENTS PER one REOUEsr PER CM' W■MEMS PER OMER COMMEIRS ;tern 4rI: tut t"uw= m" L.a signature Pftilal thine A SCLATER MOM ME RS AMA MA PH, plod wailtost Mew b" GKH "1/8"1.11-Cr sheet title CONSTRUCTION PLAN job number sheet number 9437.000 A Nr 3 date 10 -26 -94 oT sheets XREF F:LES: 10- 27- 94/GKN,'943 7A4 1 4 ACOUSTICAL T- BAR EILING 0 9' —d' A.F.F. CAR OWN* BELOW 0 0 2 MEZZANINE PLAN • ai CAR WLSTALLA1ION El 11 ll ACOUSTICAL T— BAR CEILING O 9' -0" A.F.F. DRYWALL CEILING AT 9' -0" A,F.F. CEILING FRAMING TO BE 2X8 AT 16" O.C. ACOUSTICAL T —BAR CEILING 0 9' -0" A.F.F. 1 WAREHOUSE J Ir1?1I a, e e 1 LOWER FLOOR PLAN ACOUSTICAL T —BAR CEIUNG ® 9' -0" A.F.F. COMPUTERS SALES FLOOR I NO CEILING IN THIS AREA — EXPOSED EXISTING STRUCTU�iE, PAINTED; SEE SPEC SFHIEET FOR PAINT COLORS; SEE ELECTRICAL DRAWINGS FOR FIXTURES IN THIS AREA 1: -- =r- - -- 74'- -- SYMBOL LEGEND • 1'X8' PENDANT HUNG FLUOURESCENT ABOVE W /RIGID CONDUIT STEMS &T EXPOSED (2) 40 WATT LAMPS, SYLVANIA OR EQUAL t♦ 2'X4' RECESSED CEILING FLUOURESCENT BY 'LITHONIA' #2 GT 340 Al 2 RECESSED GRID TROFFER W/ (3) 40 WATT LAMPS, SYLVANIA OR EQUAL e CLG RECESSED WALL WASHER BY HALO MOL #H7602T- 1610C, PROVIDE 150W A21 LAMP OR EQUAL INCANDESCENT RECESSED LIGHTING, LITHONIA L6B LAMPS 100 A19 OR EQUAL 4 NOTE: • FRAMING FOR DRYWALL CEILING AT NS LOCATIONS TO BE 2X8 AT 16" O.C. TYPICAL • COORDINATE CEILING FRAMING WITH ELECTRICAL PLAN AND FIRE SPRINKLER LAYOUT e 0 O 0 —4 e ACOUSTICAL T— BAR CEILING ® 9' -0" A.F.F. 13qL(- 000 -0 .. APPLIANCES GLASS CEILING t 9' -11" MATCH MULLIONS ON STOREFRONT BY LANDLORD DRYWALL BULKHEAD AT 16' A.F.F. TO CARRY SECURITY DOOR - PROVIDE BLOCKING AND SUPPORT AS NECESSARY ACOUSTICAL T— BAR CEILING ® 9' -0" A.F.F. O O ins LE n O! iiUSTOMFR SERVICE TECHNICIAN 80011 STORAGE arraMtu FEB 0 81995 Pew COMM t"F~ ; Olt LjY'rlfi� dullpp�,aWrapp'°1L^• -;t, �!°d �'a ra,Za �•�Yy v:r�egrq wv q'.!v�:r «'n6�ac,� !tiiAtta:,111:11,01,3 ad <(,,ti iaroa en rip prreii b tees 1774 C .L .71 �I:t:Ci pet acin i s'v V +r 7k41 . . i.1c1� e t t' M1, u d 1 Avow' .a r'? QW t %ac ui ! 4s v tiwyf att : FUTURE SHOP 8OUTNCENTER no 01 -25-95 11 -04-94 date PER ONO REQUEST PER OWNER C0100115 item _ IV.' signature A 5CLA 0 MEYTR.S 1' *On -pal aim e„ GKH licant sheet title REFLECTED CEILING PLAN Job number 9437.000 sheet number A-4, date 10 -27 -94 of sheets • CENTER LINE OF GRAB BARS TO BE MOO NT D AT 36' A.F.F. TICAL 32' MIN t to a IV z TYPICAL WC PLAN WC MOUNTING HEIGHTS legrog Sots ow/ SCALE: 1/4'01' -O' LINE OF UNDERSIDE OF ROOF; FIELD ¶//VERIFY HEIGHT 14 I 0 1 LINE OF UNDERSIDE OF CEILING At BULKHEAD FOR SECURITY GRILL LINE OF UNDERSIDE OF ROOF; FIELD VERIFY HEIGHT UNDERSIDE OF BULKHEAD Pn 0 PROJECTION ROOM TV WALL 10 TV WALL 9 LINE OF' UNDERSIDE OF LOWEST TRUSS; FIELD VERIFY —7' SOUTH ELEVATION SCALE: 1/8101' -01 LOW WALL AT 8' -0' 4. BUU(HEAD FOR •4i -- SECURITY GRILL, AT 16' -0' 0N6 1WM 1/0!87, OMR TO deTRS aoNTIIWe aNar OP ta70119 NM OW N =N SN _ M A AT DETAIL, AT 1 HR PARTITION j SDA� 7� NOTE 00 NOT SECURE CRWALL MING TO STUD DEFLECTION CRAM SECURE DEi1ECimN CI 'O T STRUCTURE FIRESTORM AT 1-HOUR FIRE RESISTIVE PARTITIONS DEFLECTION CNAImEL TO IIEML STUD FRAMING SECURE DMIIALL 1: Hs AS PARTMON MW OROINO A-3 RU TTO L_:: AlT __ �Ku tAs FLOOR STAB TUD ATTACHMENT DETAIL NO SCALE 6 NS I ® OF 1 y 594-0400 LINE OF UNDERSIDE OF LOWEST TRUSS; FIELD VERIFY 4 - — BULKHEAD FOR SECURITY (RILL, AT 16'-O' ?1\1" UNDERSIDE OF t ( BULKHEAD O 4 LINE OF UNDERSIDE OF ROOF; FIELD VERIFY HEIGHT OPEN GLASS IN ALUMINUM FRAME ON 2' -0' HIGH PONY WALL OPEN w EAST ELEVATION SCALE: r 1,ta1' -a' , NORTH ELEVATION ,, BULKHEAD —a INTO E THEM AT 106' A.F.F. e c 0 HOME THEATRE FEB 0 TOM ram WEST ELEVATION etew abliVardliPis taatkV FUTURE SHOP 8 0 ;;, date PER OM REQUEST PER OMER MINTS Rem Mitt C scat= nature p- a.Mn wn■a •ter• CNN m1 /if init —CT' sheet tttfe INTERIOR ELEVATIONS Job number 9437 sheet mph • 60te 10 -25-94 of eheete