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Permit B95-0240 - HOME EXPRESS - TENANT IMPROVEMENT
-..............— -.--6..........-.....-..4.6...*..—,.........—..-.,...—■.. . • ......-...—,...........*,—...-..... ,,. .....--....--.—,----.6...-.---.....-. „ . . . . . . , . . • , . . • . . • • „ . . . • . . . . . ' .•," . . , . . . , . „ . . . , . • . . • . ' • './ . . . . . . . . . . . . , . ' . , . . ' . . .. . . . „ '' . • . , . , • , ; • . • • ' . . . . . , . . . . , . . . , . . , , . •• „ „ . . , . . . . . , . .. . . . , . , . . .. . . . •• • . . . . . , • „ City of Tukwila I (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95-0240 Type: B-BLDG Category: ACOM Address: 17900 SOUTHCENTER PY Location: Parcel #: 352304-9061 Zoning: C-2 CM Type Const: VN Gas/Elec: Wetlands: Water: Contractor License TUKWILA No.: SHAMECC11ONJ Status: ISSUED Issued: 08/18/1995 Expires: 02/14/1996 Suite: Type of Occupancy: STORE Slopes: N Sewer: TUKWILA TENANT HOME EXPRESS 17798 SOUTHCENTER PY, TUKWILA WA 98188 OWNER PACIFIC NORTHWEST GROUP A 5601 6.AV S, PO BOX 803256, SEATTLE, WA CONTRACTOR SHAMES CONSTRUCTION 5826BRISA`ST, LIVERMORE, CA 94550 CONTACT ,.RI_CHARD MCFARLAND.: PIER 9, SAN FRANCIS,CO, 94111 Phone: 98108 Phone: Phone: 206-575-8093 510-606-3000 415-433-6816 ************************************************************************•k** Permit Description:,: TENANT IMPROVEMENTS TO EXISTING TENANT SPACE. SETBACKS Units: 001 Front:. .0 Back: Buildings: 001. `"Left: .0 Right: Fire Protection: SPRINKLERED UBC Ed.it'ion.:. 1994 Valuation: 600,000.00 Total Permit Fee: 5,469.71 ************************************************************fir************ S ~�. 8- Perms Center Authorized Signature Date I hereby certify that I have read and examined'this permit and - know the same to be true and Correct. All provisions of law -;and ordinances governing th'i-s work will bee'complied with, whether specified herein or not. The granting of:,thi.s permit doesnot_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 building permit.. Signature: �C �!�� cc Date: 8 ,1/ 1? //5 �v Print Name _Pck6/kde__I ‘1. T i t l e � 1►__�=- � ��-�Ss����--� 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. �J4�1 iti" . ' CITY OF TUKINILA , ci y ' S y r. - _ ; Department of Cork, ,unity Development - Permit Centel,. ; :, t, } , ( BUILDINkw PERMIT APPLICATION CITY OF TUKWILA �-- Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 , _ �---- ( DESCRIPTION AMOUNT RCPT ..# DATE �� Q 3 I BUILDING PERMIT FEE k .c PLAN CHECK R 0 �L- PLAN CHECK FEE j nA I ; NUMBER tJ 1 `-- C (lJ BUILDING SURCHARGE y.3 APPL,I.CATION MUST CBE OT `r ..F LLLED .QU: CCQIVIP SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ 17798 Southcenter Parkway (Pavilion Mall) 600,000.00 PROJECT NAME/TENANT - Phase I I ASSESSOR ACCOUNT # Home Express 352304 - 9061 - 05 TYPE OF Li New Building Li Addition Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof Remodel (residential) 0 Other: DESCRIBE ten BUILDING USE (office, warehouse, etc.) Retail NATURE OF BUSINESS: Home products - soft goods, dishware, etc. WILL THERE BE A CHANGE IN USE? 0) No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: 50,869 Area of Construction: 50,869 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No L Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: ( Sprinklers Automatic Fire Alarm System PROPERTY OWNER Pacific Northwest Group A, Attn: Dough Baily PHONE 206- 575 -8093 ADDRESS 5601 6th Ave.South, Box 803256, Seattle WA ZIP 98108 CONTRACTOR Shames Construction PHONE 1-510-606-3000 ADDRESS 5826 Brisa St., Livermore CA ZIP94550 WA. ST. CONTRACTOR'S LICENSE # SHAME CC11 ONJ EXP. DATE t// ('y ARCHITECT MCFARLAND /ASSOCIATES PHONE 415 -433 -6816 ADDRESS Pier 9, San Francisco CA 1ZIP94111 I HERcBY CERTIFY THAT I HAVE READ AND EXA y' THIS APPI ICATION`AND KNOW:;THE SAM TO BE;TRUE AND''CORRECT, AND I "AM > AUTHORIZED T PPLY. FOR THIS'PERMIT BUILDING OWNER SIGNATUR I`�! DATE O PRINT NAME PHONE THORIZ Richard D. McFar and, AIA 415- 433 -6816 ADDRESS Pier 9 CITY/ZIP San Francisco CONTACT PERSON Richard McFarland PHONE 415- 433 -6816 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our rocess or plan submittal requirements, please contact the Department of Comm gia ent Building Division at 431 -3670. DATE APPLICATION ACCEPTED 1 $ j A PPLICATION EXPIRES � ,tug.. lomi ' y ^r 1 � .. T ,. . 'f s u �y • • . y . f. N r . Y. «' yet W O ' i 1R! ''' * i s ... F , A.Or * *** AAA• AAAdrA• s1• AA' A* k* sl• k* A* 4• AA* A* A* A sAA* M: lA * * *A•AAA041. *1 *•kk•A *kkAAA• ** GENERA 42:00 C1.•LY OF TUKWILA. Ntt TRANSMIT CHECK 42 « *A * * *A A•. *•5 * * *Ak*A +Fh•A 0 95- •k A ** ' AA'•A'�'#AA**-4* *k ** AA•k*AA *'FA * • as �. + rr ti CHANGE 0.00 TRANSMIT Numbc.r . 9400318() : Asnaun't: 42.00 10, 31/9 /04)4 ?510A000 17 :10 Payment Method: CHECK Notation: SHAMES CUNSTRUC1 _•••...._. Permit No: B95- -0240 __ .. TypeY ... L-Ut • UG .., 011111)1NG PERMIT Parcel No: 352304•-9061 Site Address: 17900SUU1'EICENTER PY Total Fees: 5...690.42 This Payment 42.00 Total AL Pmts: 5.G9€1.44 Balance: .00 * A• kd..**A *A *AA * * *AA' k4..s1 . * * * *A AkA* A•A *•k* *•Ab•kd*•kAA *irst kAAr4 ** Account Code Description Amount 000./322.100 BUILDING - NONRES 42.00 .. , . 0 ...,, •. .�.� `. r:.,•.: ..., c'..... ... ; ,,,.. i�.. . It t;:.. ' j � .. hhi.+ y • , �. i .. d': i+..hY' .w- tA'.z' ^4�•' 1 1, d3:j:, 1+"t� W it'p'. p. 'Y•.d S,. r '•i• . , ,W .!yr ! y . !( - 4 .( c .k4 * k+ 4**- kk k><• h• k*k AA+kk: 4tk4kfrA#!*+ rhk. 4 **.ik:i'k•k:kAAA*Af<h•kAk:kA**4 GENERA 3316.75 TOTAL 3316.75 C'3 1' V C3F 1'l1KW?'I..A. 41A {,�j � 1'RAI041): t CHECK 3 3316.75 *k ** k•A*k:'.k•.kk•*A.kAh *kk*f.• k *kr:4kj k* A. l••Afrk. k *kA f. kk * * :•A f. *Iv MANGE 0.00 TRANSMIT Number: 94002765 Amount: 3.316./5 08/18/1 •3 5400A000 15:45 Payment Method r CHECK Notation: SHAMES CONSTRUCT :cn u 9 C Permit No: 1395•-0240 Type: 0 .8LDS BUILDING PERMIT Parcel NO: 352304 -906J. Site Address:' 17900 SUUTHCEHTLR Total Fees: 5.469.71 This Payment 3.31.6.75 Total ALL Nuts: 5.469.7J. I)a•lance: .00 ** ***** *4 k•A•A•kA *k*sl•A•kht4k'A *A * a4A** k****•** A *k*,1 * * *•A'A•r *4•A *A*+4k * Account Code Description Amount 000/322.100 BUILDING •• NONRES 3.:312.25 000/386.904 STArE BUILDING SURCHARGE 4.:50 t ......... ...c';.... ._.•S_. ..•..,.,.,,.1.> ..t _. .,..t ..,.: ^>..tr .s._,.U,.t....r ..,.,.. }'.r..,..t•t,.,1..... �... s .,±tr,.:l......, :t %�.!..ti,s . ,.>:....r h..r..,,Mt�.la;., Air¢;.r`") i} �rs�rt�x" 1. i :.nw1�•ela`� "t�... >.�.s;ia'%ait • • , „ .. , . '..: ,, '1 hir:;•:•,. !.•.. r.. .A.:;.1 .. :!•/, -: 6 0 .W 'i,V:•, •••.V`rk ' , : ),- 4••,3':: - ,4%.'ir * , • ,,i v ,i • ', ii, , t•,5{t 1 :,k4 ' 'i • ' '.'e• 04 .1 ■ !, N :' ; • l . ' . • i ? ; . . „ s GENERA 2152.96 Air*A*A5stlkirA-114/4 kit Asv • kik* 1r*. k. ***4 kOl*Ot—sk 4riticit.kiv TOTAL ' 2152.96 e . 'C T. T Y OF TU K141 , WO ..... T tt wilBMIT • CHECK 2152.96 lc * 4, ir *•A A A it iv * 1 1r14*A.4A • +A ic 4*** ii A•A %/1. A.Vicile**.A *ilk *it AA—ak kii CHANGE , 0.004::., T It ANS M IT t4 um b e r i 9 4,0021:28 , (.1M a ct rYii : . 2,,152.96 0 / 1. 8 ii9 : 36 . ' 441814000 15:56.TH Payment 'Method: CHECK ticitat iMil;:• f11.180C 1:nit : KZIP`. Permit No: 1195-0240;:, Type l D •ULDG OUT.LOING PERM3:1' • , ' . - '• - Site (d d r e s s : :17;i98 SOUTliCENTER 1"1.,... . , . . 1 . 1 e e e : 5,469.71. • . . , ... ' This; Payment 2.152.96 Total A I. L, Pmt: . 2 ' ‘.• ' 3.31.6.7b .....,/' • ''`i" A.* .? A , k A vk 4, A-A.1k ie 1, ic* A 1,•*o. h***44*.„‘ it o ,, A.A****4.icork-A:** . , , . • - . ..„, .., • - Account Code Descr iiit ion . ' , A m mu n t , . , . : . ii,. 00Q/345.830 . • PLAN CHECK - MCINRES.; .: 2,152.96 ••• • i':. - ,: i . , . . ..,. ., , . ' . . . • . . . . . . . ,• . . , . „ . , . . ... . . : . • ' . . , .. , , ., , . , ... •,,- . „ ,... ..: . , . . , , , . . , .. •... . . • , . .. . . , • . . : „ . , . ,..u.,}4;',..,":4 ...,,,....,;:,.,t':;;;;;;,.,.4,,,i:44i',..,:;;.,ls,,-;,-J,i',f.,t,vxi,',:;.,::-.,:.,L;::;.!iii,ti:.i,.,..,t'ti.i::,:,..‘iiii',ithla';!.'t-aici,4;4;,.::44:g:;::i.,:::,:,".4i4iqi,t:.vihtvti;ifii,;;:-,k4i,..tifli,,,4-;tfc,f.tszi.,;,:;-k,,, r . .. �• { t 9(• : s.7) 1,r,..i! ' '.. ..''4.r , �., 4. ;� 'i ' i 4.L( r : a " ' / : 'y4 , .; . f . t 'i � N Iwiy}r"l�- �.i.� '•? J '1 �� . , 7r r Nar:(�a� }�' 1Y ' } ' * C . Y . r �y�' w *: :���• V � n•1 * ,'s fry' F 1 • C `i 1 : l•• k :t *k•k �c* * A •k '4t1** ** * * * ***A *•k Le 51rIck.Aokivickli 4. 4.*d.•hk * *A•h•A*:4•rA ** ** GENERA 186.71 TOTAL CITY OF 11.1KWIL.A. WA . .— FRAP1rMIT CHECK 186.71 b •A A** A *•k c * *•k *A•• ** * * & * +k * ** * *A #Ak *J•rkk * **A** CHECft 1E36 ■71 h * *c4 *A * * *kAdr* * A '-. CHANGE 0.00 TRANSMIT Number: 9'1002932 Amount: 186.71. 09/1 F,/o t18pc4 18 6228A000 16 :03. Payment Method: CHICK Notat i on: SHAMES CONST . In i t: IJP Permit No: 195 -0240 Type: U -OLDS UUTI.:I)XNG PE ParceI No: 352304-.9061 Site Address: 17900 SOUTHCEN•tEll PY Total Fees: 6, .01,x 5.,656. 42 : ..: This Payment 186.71 ' Total ALL fPmts: 5 • `,'n I1al ance: .00 *•k- :*A•Aic*k•1rA* * * ** *4 *** 1. 0 % **•A * * * *k•A•A•k*kA * * * *T **4 —A leA•k*•Jcit.A *A **4*.1 *** Account Code Description Amount 000/345.880 PLAN CHECK NCtNRE8 106.71 Y � '. r 774 C INSPECTION RECORD 9 s Retain a copy with permit `I6 PERP T NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 .r• °et / H0.5. Q;\ YPe o ns.:.. n: 1 �� A Address: / ,.� 9 d „s C. / .9 r -t q Date Called: / U 2 Special Instructions: 11 Date Wanted: 6 - (b1r3. p.m. --(1" Requester ) a /a Phone No.: ° FL Approved per applicable codes. , ❑ Corrections required prior to approval. COMMENTS: • G��l2 .7t0 APe0-0`. v'$D • • • . • Inspector: Date: f a Z • J ` ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at , 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD • Retain a copy with permit 0240 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ‘ . 11. (206) 431-3670 Project: ype Address: Date Special Instructions: Date Wanted: • equester: Phone No.: 0 Approved per applicable codes. , t31 Corrections required prior to approval. COMMENTS: 5 1.4 (be 'Si z.) t 9„:7, 2 6 pj [inspector: I Date: K)1: o $30.00 REINSPECTION FEE REQUIRED. Prior reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal to schedule reinspection. • .-7 C INSPECTION RECORD ff15 Retain a copy with permit 0 ? - PERM NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 gm ,,,‘■ (206) 431-3670 . Proet 5 Type otinspecW r e- 1 )1C- c< N Address: -.) ciou ct 11 4. t p ,/ Date Called: c fr Special Instructions: I Date Wanted: OA I ) c am. • IG Requester bob 0 Approved per applicable codes. V_ Corrections required prior to approval. COMMENTS: ALL- c.aha excc--er (A)11-- wt=:) fn-tYN... .s-rit.um • . lot . , • ; ' [inspector: (e-7.71‘, e: r I ) I : 0 $3000 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at - 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. _J • 1 O C INSPECTION RECORD 'a5 7 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ; A (206) 431 -3670 4 flea, ' ro ° I UYY Pr-Q YPe o ns .:. n: , J 1120,1( U. )c.13 Address: Date Called: 1 19 OD 6okrih^orrITY F C I ' - �a5 Special Instructions: Date Wanted: q `a - 15 a ii . p.m. Requester: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: �. . 1 - ' /II, .../ I/rr • A . / r� , a _ . .• _ 7/ _. ■ • 1 o ,flit i nspectora net: r ► ` ❑ . 'R EINSPECTIO � EE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [flNo : Die: mo t ' rc • .,[ . _ _...i 0 INSPECTION RECORD 0 Retain a copy with permit 112210 ‘,', I . " re 11 1 1. . - 1 " I CITY OF TUKWILA BUILDING DIVISION !.. 6300 Southcenter Blvd., #100, Tukwila, WA 98188,6e / (206) 431-3670 • r o e . : ( s ,6.,.C.L7 ype o ns. Ion: („t- iLi t j ft Add .%02 Date Called: — ` 100 StIrt 1 : C I 1 95 ' Sp I Instructions: Date Wanted<A 2 . r., --/ Requester:B. ....., phone No.: 6 —______ ..-1 K Approved per applicable codes. 0 Corrections required prior to approval. *, COMMENTS: . i) . ..11.\tter-Itaor aA t..06\ 6LA tAN 1 XI A PPM v‘O. OLP 6 IbtUrCc (4(p A.-Pio Ix x(A Ar14 TO (SC L --- 0. cdtvS€0. toUc- PAvi0C v•itevvrIke— ef24:1TEIrta0 2) 0 F.k c_AThtA t.-X, c"' a - . Jo A P 9P-4,Nv4.70. - - ; t „ x .. e * , 1 , • . , . ....■ ■ ..■. ■■• • . .■... • • ... .. I Inspe 06 :::: S > ct ....Iti— 0 $aw REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at . . 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . 1 .• ,, . t • , F rOME -------- Dale: ._,......A.,..:...q.,,,,,,,,s446,4510E4'14...141VAtilisovaS.seittioal&tr,,..ubv4st.ot INSPECTION RECORD /13 Retain a copy with permit V 01 ,. , • . PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188Co.. (206) 431 -3670 Project: ype o ns io n: , ��'1a� u I 1 i )13 ! Address: 1.7 I _(� s . C c ,/u_ e Date Called: ct J r ) CiS Special Instructions: �t ►►11 Date Wanted: Q --- ' _ 1 �(p am, Requester: apb }-f cw,coc�- Phone No.: 575 -_, Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: .� s. InsPector ❑ $30.00 REINSPECTION EE REQUIRED: Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100: Call to schedule reinspection. Receipt No.: tame: } n .. T } ..�..�.�. ...�.�� r.u...... :.:YW3eW 1'd 1 . z_ 1 C INSPECTION RECORD .8 q f" ' ' Retain copy with permit o rya CITY OF TUKWILA BUILDING DIVISION t, '' 6 300 Southcenter Blvd., #100, Tukwila, WA 98188 , (206) 431 -3670 ro ect: I . r --r� type of inspection: 1 V Pry r� � a w.. 4 C •, rasa: �A✓ �: e.:1:�; 3 `f Spedal Instructions: r Date Wanted: • Requester: ° 4'� am. . � Phone No.: ,!'"v .f r: , Egc Approved per applicable codes. ❑ Corrections required prior to approval. }1 COMMENTS; .t 1C kY'�Le C IL a�a ('� rn k"-- IMA �-L,.� _ =s ,r; i f > . • b A' i T .• of Inspector c ; 4 1 is— • .. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -- -the; t .. ._..,..,a... y.r......._ .,.. St � f . ..!:,..__ i .. .,,, H . .n a...=. u.vv.,...ft.v,fay.$4:„,.,..m. .„ ,.,, % .':;d.,,e4A4 .. a,. ..e ... 7 .. ...I .'IA , ■ t ? e ..., r .. r p l it INSPECTION RECORD Yo s T Retain a copy with permit PERT NO, r CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 •-)►, (206) 431 -3670 `roe : ( ypeo st ress: , e .n :.: 2(30 • v 1.11. Spec, nstruct ons: •ate 'ant : t ;. b l3 d 4 S am rjD Requester , Phone N..: E:B .. pproved per applicable codes, 0 Corrections required prior to approval. COMMENTS: 6--vQ6 v+c .C.= (-- caca,R_ 'A-t--S. -# 9A n,A r t,A r,.. 4r S 'Z�i cril v►t — PM1.�. — Cr ;' `.. 1, 1 ar t` + , ire • • I Inspector: 1 24, Date 30 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. a ` Receipt No.: 6 a " 1 } . . IL,. • _,� "te,:n.... ..�t tv.•,;.s .!` -��.' �S� S e' .�St7''irtft!;t " Y ii"i d,,:M'r$':' .!w.A�t�^i'�:j::t k tiu .C,' •� INSPECTION RECORD s Retain a copy with permit C0.7-e-e it .. - •• ` ` •. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 11• ■ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 elf (206) 431 -3670 'roe.: ypoo ns• :• •n: • • ress: _ .n : • w SC Sp: .t1 nstruct ons: Date "ant: • : -2,9°- am. I .. Requester: y '�( • • : N •.: ..- r ~ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: t� ( }A.' t 1s^ dry: r z) FAA %%11 1.)C.1 4AO � 0- tc4 �1C <1g, • / t... A2ac"` Prt ,,c- • [nsPector ( ►� 17 e: Q 4' ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: • INSPECTION RECORD keCi Retain a copy with permit v., • 1 • d. - 11 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98168 (206) 431-3670 17111 iiirazr -- • Wnerc---7 ircetry. ) n Address: \ - . ci sti- 1 D " c?,/ 5 3 Special Instructions: r Date WantedE am, Requester: 150k 0 0,41 COO Pfrine No.: 5 3 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: kA) 0-L 0-6 ‘-*4.s9 0 OkA-0-A .( ■3-4,,1* 1'0 ' &D a y6- 1 "Ini r ow, 1 .-"S tArY•eN X•XIX. ite \.:L/ ki‘) nspector: 110 rit,y 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dale: ' , , , . .nm,eunl:::$.A ?i`it ?'waS;�e :: pan.; nc•. rawrr..: V,.:.,. u.,. n,.< .:,,...•......,......._........ .._. ... _ ._ .... ._...... __ .. ...... ___,.«.+.« .... w.... e.++..,....., w.... ek.,. m. n.,.« er.. rrrr« a... w,«.... v, .w..r.+,... ................�.. :.`NfULtAN; Pacifi Testing •'E8TA4L181fE4,1g2A.�,x''�. Laboratories Seattle Bothell Tacoma October 20, 1995 Sumner Certificate No. 9508 -0060 Peninsula Portland Mr. Duane Griffin CITY OF TUKWILA BUILDING DEPARTMENT 6300 Southcenter Blvd., Suite 100 Tukwila, WA 08188 Subject: Project Name Home Express Renovation Project Address 1 0.0.Sou \center Parkway Permit No. B95 -0240 One Lab. We have completed the requested special inspections on the subject project. Our final report, dated October 3, 1995, is numbered LR 107094. WORK REQUIRED WORK INSPECTED Reinforced Concrete Reinforced Concrete One Consultant. Structural Steel Erection Structural Steel Erection To the best of our knowledge, all work inspected conformed to approved plans, specifications, UBC, and related codes, and /or verbal or written instructions from the Engineer of Record. One Solution. Reviewed by: Russell S. Bodge, Manager, Seattle Inspection' Sincerely, / mes C. Freer • g, P.E., President JCF /kc cc: Mr. Bob Hancock Corporate Offices SHAMES CONSTRUCTION RECEIVED 3257 16th Avenue West 5826 Brisa Street Seattle, WA 98119 -170: • Livermore, CA 94550 FEB 12 1996 U.S.A. Tel: (206) 282.0666 COMMUNITY Fax: (206) 282.0710 DEVELOPMENT Co PRINTED ON RECYCLED PAPER 3 d . `. `1, .. - " w' ,•w `", Te 'd !. 5 i John W. Rants, Mayor , N •, , i,�� Fire Department Thomas P. Keefe, Fire chief 1908 _---- , TUKWILA FIRE DEPARTMENT 4 FINAL APPROVAL FORM Permit No. (9 s , OL/ O Project Name / cj ol/�7 - f Address /C( Seq. it., C' t41- 4' f / Suite # `. i r Retain current inspection schedule . Needs shift inspection "- Approved without correction notice Approved with correction notice issued i Sprinklers: Fire Alarm: _. A Hood & Duct: Halon: . Monitor: fl Pre -Fire: Permits: L f / 4, /6-) Authorized Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 • Fax (206) 575.4439 I ' 7 , . .1. — . 4 i , CITY OF TUKWILA Address: 17900 SOUTHCENTER PY Permit No: 895-0240 Suite: Tenant: HOME EXPRESS Status: ISSUED :, Type: 8-BLDG Applied: 07/18/1995 Parcel #: 352304-9061 , Issued: 08/18/1995 ** Permit Condition: 1. A SEPARATE SIG PERMITROLIIREO±bEF011NSTALLING THE EXTERIOR SIGN. - --24...1.,,.. , : , ., 2. No changes will,bal. to „thevlana unless apprOy.ed by the Architect or Engineer and\thaukw,a Building 6 3. Plumbing perOXS'alta0 lae; County DePa0Mento'CO:ubMc'Health. Plumblit:gt/wW 6aM2.::,,, . • inspected,,Ay:/thet agency,inCTUding alAr,,gas'0101,09 '' (296-4720• Y' .f''' ., P . ' ,j ' Y . ) . " ' 1 i' q I, ''': ' t, VA .' 4. EleCtri,Caf permItig shall be 'Obtab#d through 'the Va'Shingei*, State VIVIsion of Labor an'di4dusti4es and alreleetrfCal . , .., work wil be, inspected by ''that agency (248-6630) ' ,,:l.;t'' \:,'.' ,,. '1)310 e . wo rk 5. All meg , ,al work sh411 be rder . separate permit'„isGsuad by40., • y the "Gfty ,, la . .' :::: • ..„.... ,. , 6. Alliparmlts,i inspection plans ,shal.l avall'able the Jo0 to:the''Start of any Con' stOction. These,:docuMenta;iraiiintained and':"avall‘ MA abIeuntil p(alinspecttonApprel0 is 'ran 7. Alt*ructaral Concraterih411, spe0;a1' (UBC' iA Sev,0306W1): ../..' /,.( .:\j'._.,. . ... TI ., 8. Allil weld1h cer6fIO, 6 1( [ wel*S and„speciar'tthskcted (U,BC,.....C*3Q.6(a)5). 9. AlIVOgh-Spieniith bolting shall t?'‘aispeCia1A4ipected2(UB 4 Sec.V3D6,60). 10. Boltnata5tad'iln concrete shallribe;....001ainspeCted,,,, (UBC;Nqce' - '• q 06.4()1) . ' • -:A q‘•• • 0 t PA 4 11. When SOlial inspection is requi 'OtherIth . (1 architecor eRg,inear shall notAI thei4.4KWAJ'a 6 0 Divisiw001 appointment of the inspection ageficJe the first:1401dt40, inspeCt0n. Copies of all spacT:11 , ,... 4 .,,,:;,;,.., inspection4aportsshall be submitted the ButTdIngt, // Division itilmely manner. , Reports shall contain044"ess, .,.. project pamep:armit number-andtypdf inspectioR.:::PAth9 p erformed. .,::). ,,, ,,, 4" 't ':I , :4 l' 12. The special inspect'or . , ,.,., shall submit • final signe,d 'report stating whether the "wo00taviOngecianapection was to the best of the inspeCtOW conformance with approved plans and specifications and the applicable • workmanship provisions Of the UBC. . 13. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. -: 34. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. , „ / ,,../, - ,, 15. Any :exposed insuliaticki4.,mae00 slial1lhave Flame SpO 0.0 ad:Ratf6g254rjaSs and Material shall bear : identi7 ,1 ?' / 1 7 - e" ,,'"" ftcation showing, 16. AiL:ConstrOcdon'tbbe done in ,conformance with approved plans andrequireMents ofthe.:Unlform (1994:' Edition)-a. aMended, Uniform Mechanical Cpde(1994Td4tion) and . WaShAngton. State , Enerq..y ,Coefe,,, (J994 ' Ed it:ign.)-...:',.. 17. Notify titCitY Division prior to . placing any concrete. This Procedure Is in addition to any . . ..; requirements for special inspetion. i • ia. All rack s.to.rage uires a separate, permit i' . ugh the City , of Tukwila, Stru'EIjral calculations stamped �` a Washington State licensed Structural Engineer are required for rack s :Storage over' eight (u) feet in height. 19. There shall be no occupancy of the building(s) until the a 'final inspection has been completed by the Tukwila Building l ' Inspector. 20. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of an'v violation , I of any of the p r o v i s i o n s of the b u i l d i n g code or of any other ordinance of the jurisdi,ct.1.or.. No permit presuming to I give authority to viola,. or t �On�a 1. , ,ttte prov s i ons of t h i s code shall be valid J , - , � ',` "` :' : �—� " w „� --: -. ' '1r ,. 21. A CERTIFICATE OF,Q :,WILL BE REQUIRED FQO.R "'JH,IS PERMIT. 1 • v' 't4 s " fx e`�'` y , t t • /t ....,7 r /�M " "' { � ,• ; "3 .+� 'f ,, ; . {�. .1,� 1 r .+ r' ,,, b. k v ,, \' , • f ! :.t f ' T 1 M, ( t o lz t'kr r $j , t • t 4; 1 4.e„,,,, r,.......3,''," 0 ho c { 1 , • t..,,ri :: .a, , y i 0 A ' s i f' F �� tfs ' ' x f t f � : i - ''' ', r f � ' h: ,.s t. 4: ' , �+ %r.s t `t� • • • i" . /(41. . .„,""', ' --, .„ :...`,„ '')". i ! ', 4ov \ - 5„)'I i 1 ;.■ 7 .--• ,',! t ,, 1 . w ,,c t i ^ ,.,..:z.../-c" / 4 n j t , 1 h if d , l i i . y AN d r .( ,, .:, r y 1 t t.„ s,r�,�ga;e° r 1 '``1llytt .! 1 . :r:" t • t 1 t :.f c. , ii '43ff3; . 31 L Jr . .t 'rt z l n [ , y r +, pe''' cj; } .. y . t , + ,s�' + . Ty'{ ,�� �.. . •'ir 4 ' , t' 1!..,, I IC • ! % k 1 �.• ' t' +l% i> ^.`1 k ,li'r At "` . d I, t7 4 '.' 0y' •tie 'v t ` L, ' ' t t. •� ';?,13r:/ 1 � 1 y < 7 e } r r 'a ti ,.,5 5 � .yyy `'.fr"� }r Ff,:r > :. ' # ' ' f .k P k. '' i'' t“ z d r \\ t ' I ,' �3} .ti E N `' -1 ` \' ( y , s . t " ,:, 4'.......? +3 1 .; S ,• ., N.. , u ,:t „ � . y '''%'• -' . , 1 4' ; - 1 ' 4 ' 1 , 4 '. /"'. / .r" i 1,1,1,!.'..C;; a., , , AUG —' 5 -95 TIDE 14 :1 5 MAZZETT I & ASSOC P. 0 PUG 15 '95 : 4AM WFI.A /13W P. 4 Wa n Vonrepi'ientlal n r ad ern li ce For root ''pfhnpst SSW Pdarivesaraar COO Ce r erhAes 'u'p .r a AN • '' Project Info 1 a toret Adarm H OM_ E E x P R6 s$ DRIP 8- I'4 • 9 '' For Budding Oopartm -• d on1 use � 11 7 9 8 So1 �. � ► - r P K IN Tukto1 T WA , APpfic r Name: Ma L'L c 4 AS aTa S _ A OR Ark! 'J 41V SRN PM) C4SCC' CA' �. _ 1 t: 4 �C a ; 6999 - -_ __ ._._ [P ect ro Des Q L ... au rw ❑ Addltton la Ada radon _ _ � , :I • •.•••••••• � Compliance Option i3 Preset:014e 511 _Ighling Power Allowance O Systems Analysts �� � (see ovatiTcallon CM Kist (over). Indteate Prrscriptve & (PA sbacea cleats an plat, , _______ j [A Itiiort Excp Qom 0 No changes are bry made A the Ii Wig erica appropriate boa) ❑ lass t? an 60 to a the rurutps are »ew. and Installed I;gridng watts Is - ot . betne, Inc.masee - Moitnutn Allowed Lim Wattage (Interior) Lccadon (floorngom no.) occupancy Duct an ' Watts per 1P" . Area in R' AIKwew a Area M � Li. • .4, . _f�;�� - `' s H42° .zQ i t4 0 c - ,. • 7� & .., —�... -. ;..,_.C2.. x. 0 , q • '• From Table 15-1 (aver 0urr rit all mooting taken rim footnotes Total Allewed Wafl9• 41. • • Pro. osed Li htin Wattage (Interior) may net tweed Tetai•Allew•d Watts ror Inter)oa) locaNdn Numaaer WAS/ -'~r W a11s (MArfi)adn ra) PAtee DeserbHon FbnNree Noy Proposed . s Lo r c ., AAA i RE_SLCfJT, -.•..•,_ = ____1 ,ar 1'f f- - -i._' _u t) Q.ESl.fa 10 - - • . + 6 a, vtf W . 0 - • a _ P ldl, y o R:.�. W _e� 4 t. .. L 1. 5.,. a . ' . '_smta.:tQ __Q L__c- .+_-? 3 � 5Z-15...._ 1� tom._ •_ _ 1+1 b _0 ,hL,_T - _ o _ - !+g5 , . �.� t s _s._P N L1 - L i ,1.2. -- Total Proposed Watts may rnat'exc.ed ;cast 'Mowe Watts fnanar Total Proposed Wads( Q 7 15 ,,; Maximum Allowed Lishting Wattle (Exterior) Maraca Watts Am in f M ewed 'Naas Location Description per I or pet if (cc tr for pettrncter) .c ,TI ra i in Caverea Panting "." -- -. - • N 1 -�, 0.2 WII r--- -r _ --1 Open Panan� - • „ 4,_• 0.2 wm _ AW w Outdod) Areas -- -_�.1 0.2 W1ft ( Bldg. (by tsc �i a) —�..� ..--+. 0.a Wire - ONta. (§ t'Qnn)....... __ , 7.5 WeN W e• ler bUlld'ing cAoricr, c C the facade area or (he peAmetet method, but not both) Tom Anemic/ W ,:i Proposed Li. hting Wattage_gxtenior4 NT/ not swain Total Allowort Watts for Oterlor) Numb;r of Wits1 Watts lo!1al:on Fbiura Description FIkuras ? oe sro, ••• --� •. •-* - - •- . ••� ...._.,, ~ 7 Q PtopQ4RC Warta may not ionized ed To m 'Mimi for ens+for "^ Toad Proporietl Wafts - • SEP 22 '95 04 :15PM MCFARLAND /ASSOCIATES P.1 /1 CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL DATE , "I/14/1 74 1L PROJECT NAME ' Aka " & I . • �. .e r , d1��'� ADDRESS 6 cOullict. ilfi � r CONTACT PERSON , ? � .6! PHONE (4I) 4Z. 0149 AR CT OR ENGINEER _AMNF_ W PLAN CHECK/PERMIT NUMBER • l 1395 D TYPE OF REVISION: a 1.1 u/(,. ' AO 4 _ r(rmo man, c241=-. 4 Als 02 t SAfi/ fam6. S IPIArr _biLteizto Al cki4tfor At 1 Pper cu*N4,4 (Re Air P5). SHEET NUMBER(S) i.'� ' ' Ph ' .. S' LI "Cloud" or highlight all areas of re ;ions and date revisions. SOMMici SUBMITTED TO: fa reNeVatb DRIVE Iii? � /0 A RECEIVED ( \ � SEP 2 5 1995 Q� '1/ � ,� `� COMMUNi�I Y \ 1 �� �1 DEVELOPMENT M CFARLAND/ASSOCIATES ARCHITECTURE /PLANNING /ADA CONSULTING • RECEIVED CITY OF TUKWILA Memorandum SEP 2 2 1995 PERMIT CENTER DATE: September 19, 1995 To: Carl Laughlin (Home Express) FROM: William Long RE: Tenant Initiated Changes Home Express, Tukwila, WA Project No. 94054 • The following Tenant (Home Express) initiated changes have been incorporated into the set of Construction Documents for submittal to the City of Tukwila for approval. The changes are identified on the drawings as Revision 2, Tenant Design Changes dated 9/13/95. (Revision 1, Plan Review Comments dated 8/18/95 reflect the changes made to Corridor 107 negotiated with Bob Benedicto, City of Tukwila) The sheets affected are A6, A7, A8, E2, E3 and ES. In addition, the Electrical Lighting Summary prepared by Mazzetti & Associates has been revised to reflect these changes. Receiving Area Changes initiated by directive from Carl Laughlin to Bob Hancock at project site meeting early September. McFarland/Associates notified of change on 9/7/95. 1, Trash Compactor:.. (E) trash compactor and trash chute are to remain in their existing location. Eliminate (N) loading dock door 128 with its associated dock leveler, dock seals and extended rain hood, 2. Separation Wall: Provide separation of Receiving 122 from common Truck Dock area. Install the south wall of Stock 112 along Grid 20 between Grids Q and R. Wall is 2x6 wood studs at 16" on center with 5/8" gypsum board each side, fire taped. 3, Overhead Coiling Door: Provide 8' -0" by 8'' -0" overhead coiling door in (N) separation • wall. Designated as door 128. • 4. Exit Door: Provide 3' -0" by 7' -0" exit door in (N) separation wall, Provide all required exit hardware, alarms and signage. Designated as door 129. CL09I8CM,034 PIER 9 (415) 433.6816 ammo SAN FRANCISCO, CALIFORNIA 94111 FAX (415) 434.3616 r.... • 1 , Interior Valance Lighting and Ceiling Grid Final approval received at my meeting with Aaron Dix and Bob Murelli at Home Express 9/8/95, 1. Interior Ceiling Grid at First Floor: The suspended ceiling grid at the first floor shall be set at 9' -0" A.F.F. and continue to the perimeter walls. The grid layout remains as indicated on the original 7/17/95 issue set. 2. Valance Lighting: Provide (N) 8' -0" and 4' -0" fluorescent valance lighting fixtures at store perimeter and along W (Wall) style merchandising fixtures at both First and Second Sales areas. Contractor to provide and install (N) valance lighting in lieu of the Tenant provided, merchandising fixture mounted, `streater' valance lighting specified in the original 7/17/95 issue set. Valance light fixtures are mounted directly to the suspended ceiling grid 1' -6" from face of merchandising fixtures below, typical unless noted otherwise (1 ' -9" from face of'fixture at locations required to align fixture with single perpendicular 8' -0" unit, field verify, see drawings.) `Continuous' perimeter valance lighting is interrupted at all four (4) store entrances and where there is clear glazing to the exterior and/or the interior mall. (The asymmetrical photanelrics would be distracting to entering customers when mounted at 9 ' -0 ".) 3, A l Light Fixtures: Eliminate or relocate selected Al 2' -0" by 4' -0" fluorescent lay -in light fixtures in conflict with (N) valance lighting as indicated on drawings. CC: Aaron Dix (Home Express) Bob Murelli (Shames Construction) Bob Hancock (Shames Construction, Field) John Zeiter (Mazzetti & Associates) Dick McFarland (McFarland/Associates) Bolivar Puyol (McFarland/Associates) N tbtCT (r of 1 4) • Page 2 of 2 CL09I8CM.054 • • • ( (... , MCFARLAND /ASSOCIATES TRANSMITTAL ARCHITECTURE /PLANNING /ADA CONSULTING RECEIVED CITY OF TUKWILA E P 2 2 1995 I PERMIT CENTER To: CV ot 104444 Date: i, 20.17 Project No: C rfr t nat iC' V (U!s(O(1 Attn: 06 D�I'1 u/o SlJt/flcG I ' raV • Re: -.WW1/. ity itil IHI 1 C,1.,6,t] /kC+ , 114 i kA fig($ v F `WMCS WILi8N PAIL 1VNOCA( j Gentlemen: r We are sending you (E Attached ❑ 1drrdrrsepardte'Rlver via PW G 2 UX the following items: ❑ Shop drawings ['Prints ❑ Plans ❑ Samples ❑ Specifications El Copy of letter' ' El Change order ❑ Copies Date No. Description ' Set; ' 7, 1V75 VO -otOt r ' Pe rro Cpl Uticov : 2 , -.1°. ;5 • / ic Lia S Gl ' b„ /MOW) Z 1.15.M5 U. 1.[ll1411tk SUS! '1. 11.1s ca - Demo �:( ,z4.;17, _.. "PS ' 04,:.-4.1 �LkWlI Ic1. I=t. ;. 1 4L wesrtn• .,r State NcnrePflentla) = rlef.v rCde C`&. For- tt Lightin Summary LTG-SUiif wo4 WY+or+.► bit* MY.....aa c•w RP.e/i 7 -15 -95 •., Iw Project Info P TO+'c' Amr•" H OM E E X P R6 SS 1"." g 14 • 9 o ---. —. 'For dwrarnq Caaanmant Use _Er l e ra S ou Ti• G E ►� C-R P K !N y RECEIVED Tuu K. W 1 L-4 , W A CITY OF TUKWILA I Appucare Name: M E.-, r .. -"?' i 4 p $5 [�G,(W TE 5 SEP ' in !Ili Applicant Aa ess : 1000 0 RAM &,I #44J r b hrJ FI o . LiA- Appnctant °hone: 4 - • ( 4. 55, - - ! PERMIT CENTER Project Description I Q New Buucatna 0 Addelon 2Alteration i Complianee Option 1 ..gn vv �'•escrict ting Power Allowed= 'a Systems Analysts I ;See .:UatifG iCI .. C )CltrIover). LPA :acs :loan an clam; I Alteration Exceptions i = No changes are oev+q mace to the.Igntinq ;iodate tlooroonate heal ] lays Ivan 5C ° .w el ?to !rums 3re. reeve and :detailed lord nq wattage r3 - 01 tetnd Increased Maximum Allowed Lighting Wattage Anterior) l.aattcr. - - - Atloweo (Roor/ruom no.) c Clgatltcy Cescnotron • ' uts zer 1 Area N "' 1 ayvMeo : , vea IPI 5 •L 6 S , ETA .. • 5 0 00 4o COO Nap I R • 1t,. I : q4 7 0 I • 2o5 1 I S "I• STouj i3 • . 5 3 • 0 . - • ' — I `I�T2 xt S To R, A- - aZ_ ' O. 5 t L b 0 q S'O I I I I I '• From Taber 154 (over; • =tame ati eemoDOOrte 21 en tram toomales Tows Allowed Watts Pro osed Lightin Wattage (Interior) May na exam 7=1•Nlcwec Watts for !nee a) Lxaodn -"� ,JlJmoetof I Wmv ' W tt ! Madam= ra.) F"•tmare Reacronon Rooms 1 =oaue I Pr000sad i . 5 T I . A Luo . CS EJ.I T • I 9 'ti 1 . AJD A ' X . F'(.UOP.'LSLC�N I a 0 I A 0 1 I.1' c.HEUCn . 8' ST t� U SC JT ! I10 I 3 1 .._ 0 (y gI . ' �T�tP �,U lZ:.fScEN1 I � .a I 46 4 1' - Z ryD S 1 n c.F (� ' $ T210 ' • W c 2 I 3 i i 3 ! 6/ t b = SA-LES ! F I-4-tg o N L.T ! I a tt 6 , lot 5 I 1 1 T Ai..E5 i I .! s "' T O tQ L. I 4 I 4.4 I.v I 1• . • 2 Q i 1.. I 1 16 I 7ota1 Proposed Watm may ncc =sea 7csai Allowed Watts !a Intoner: •:tal ?roioose0 Wartsl_�r' • Maxiatu= .A.11 lis',isiing `•Na ttai;e (Exterior) ' I ilowed 'Naas tre, et re A.laweo Watts ' l acandn I ".tat (IPttan 1 Ter to a :or :r :cr 'r roe Demeter) I t ,e . or : in ICsverca Panting I 3.: WM' I 7 I Coen Parson. 3.2 Wiftl. , x._,F .. r . Cutnoat Aran J 2 vela 1 I . t r Bwg. (by tacaoo) I • I 0.= Wm' 1:14q. (by mum I 7.5 WA/ I ,, yjf�,�Q ce; ` ` It► vo icy =error. :noose crtler the facade aae area or Ine txnrneter th tea not both) Tea( Mewed " - ���� .7 •' O ,i Pro used t ightin ' Wattage (Exterior) (May not ovate Tow Allowed Wade to atom) :Ai l ! ' . � ` • Numorr o! Watts/ " t/ " ` -• loelion 7:r1u, ',ascIIDlldn j = , lduree "�Y k �ti� I 1 Cr i I ' OA/ L I i Taw P19m4r0 Wane may nut Cs c 17o,ai Allowe0 worm , CT _xrerinr row = tecers o Wags -----.....------I AUG 15 '95 I.O ?1I , ,, 'wrl,43„DcD.<PWNonres . dential Etter• Cr Comoliance Form • Lighting �Summ... ( hack) LTG -SUM • a., yr.aaaoeaaei sr,e a•.,sa..n. i rangy Cove CJe,aaexe ranaa AVO1 I q.. y -- 1 - Prescrlptive Spaces oases, storage areas or aircraft storage hangars Q Other • Qualification Checklist- Lighting Fixture': Q Check here it at least 93'b of fixtures in the space sleet all tour criteria: No ti ...arcane typeis - other anal %sour. answer is chedkee. the number of flaunty In 1. Fixtures era fluorescent, non - lensed, with only one or two temps, and the /pace ha net imr* ,brCoda- Cleawy indicate thane spaces on plan.. If not 2. Lamps are T-5, T T•8 or PI_ and 3. Lamps are S-50 Want, and queried, do IPA Calculations. 4. 'basses are electronic baiialaa Table 15-1 Unit Lighting Power Allowance (LPA) for interior Lighting • LPN' 1 Lint' Use' (Wt1t Use' I (Wift Pa_ntfnq, we carp di entry, machine ahays 2.3 _ Police and Me stations' .2 Barber shops. beauty shops 2 Atria (atrtumal 1 1.2 - Hetet nqueucanferenc th tbitton halt" ........_2 AsaembN spaces', auditoriums, gymnasia', theaters 1 Laboratories 2 Process nts 1 Akcratt reran hangars 1.5 Restaurants/tors' I Cafeterias, fast food establishments' 1.5 Refit A' 1 ■actanen, work/mac handling areas 1.5 Retail a Retest banidnq i .5 _ Gas stakes auto renal she • ° I 1.5 Lockar andrer shouter realities 0.0 institutions ( 1 5 Waretteuses stomp. areas 0.5 i z I 1.5 ____ Aitcratt stator hangars 0.4 Nursing homes I 1,5 I P9nt11a garages u.spese is» I '••'•' _ _ _ Wnotesale storest (pallet rack shat Ti 1,8 ..r. 1 Mull concourses 1,4 I Platte Submitted for Common Areas Only' Schoch buU sc y heel classrooms, da drgs care centers 1.35 Common area, condors, bbbl 'e (ekoeot nut eeaurea) ~ (UI I Laundnes 1.3 Toilet facilities and washrooms tx 0,8 Olnee buildings, ofecaiedmntslradve areas in facilities of , other use Types (lncaldi ng but not limited to echooie, , 1.2 • haspitses, inililutfcns, museums. banks, ahurehesls r s s Footnotes for Table 15.1 I. In saws in tvhlch a use is not mentioned somatically, the ('nir Powrr:lllows/nee shall be determined by the building ollicial. This dsyermination shall he 'wised upon the most comparable usu spevilied in the table, ,Sea Station 1512 for exempt areas. =. The watts,pe,: square root may be increased. hymn percent par foot or wiling height above iwe n' rat. unless specifically directed isherwnac by'subsequent footnotes. . Watts Per square Ian of roam may be increased by itw csrclatt per toot et =ling height above twelve feel. 4. For all other spears, :s uch as seating and common areas. use the (:'nfr Light J'owsr :llfowancr for assembly, 3, Walls per square tout of rcom may be increased by two rcr ant per Ibol at'cching height above nine feet. • C. Ineludlx pump area under canopy. 7 . lls oasts in which a lighting plan is submitted lox only a portiere el'a floor. a (Jolt Lighting flower Allowance of 1.35 may be used :'or uaablu allies Ilan sees and 0,80 watts per square toot shall be used for the common areas, 'Muth may include elevator epee e.:ooby area and rest rooms. Common areas. as herein donned do not include mall aottanurscs. k. Fur the lire engine room, the ((nit Lighting Power Allowance is 1,0 warts per square fat. a). For indoor sport tournament courts with adjacent spectator seating. the (.'net Lighting Power Allowance for the coon area is 2.5 watts pet square toot. W. For both Retail A and Retail 13. light for t ec standing display, building showcase illumination and display window illumination insialled within Iwo text ot•the window are cxemvt, Retail A allowa a Unit Lighting Power Allowance of I.D wane per square lbw. Ceiling mounted adjustable tungsten halogen and HID merchandiac display illuminaries arc exempt, Retail Ballow* a Unit Lighting Power Allowance of ;, watt] oar square loot. including all ceiling mounted rnerahandisw display . luminaries. • 11. Providist that a floor plan, Indicating rack location and height. Is submitted, the equate footage t a warehouse may iv defined, for computing the interior Unit Lighting Power Allowance. as the 11oor area not covered by recite plus the vertical face area (access side only) ,or the racks, The height allowanuo defined in footnote 2 applies only to the titer area not coveted by racks. • 1 voc44 waartr..,t^' Siata \I crlrePr"entlal ; ier.v r. gee '•. Par-" Lighting Summary . - .LTG -SU ; • • ,.. weaftwan Sew r.••••....,.:, �,.. Rev. 9-15-9.5 Project info P r ics,b°'°.' H oME EXPRESS io.r. g_ i 4. 90 , scar dowsing 3.0'+rtrtrtrrtt Use 1779 co SouTI.1 G5'■-rreg. e K wy � ^ RECEIVED Tu K w I L-A a W I CITY OF TUKWILA 1 • Apput3rtt NaJM: 0 Z .aTT i A Sbr':C -1 ATa$ + y �: p 2 ? if (�'. Aavtrtant acorns: /p0o 0RANti1fl 4. r SAN FILAIJ . LA- I t Aopmant orione: 41 s _ . 62 4. 5 - + PERMIT CENTER ;Project Description I Q hlew Sulam 2 {ooi ion E Alteration ICautplianee Option 1 = °Waive .' .:gnUnq Power Atbwance Z System: analysts I ( See CUalifiC Xien .:eCICIer lover).:r'c:cate Pie L LP cams 'leant/ :n clam.; i i Alteration Exceptions i Z No changes are oetng m=e to me olt;ming i 'i crock aooraonate bail ] Lass ;ran VC % of rho rsvres WV rev. arc ;nswled ishrna wattage >s 'at 911nO increaCe0 Maximum Allowed Lighting Wattage )Interior) L xanar, _ - Menlo , ffoarrroom no.) C cucarie.e Descrernm ' 'N?tts : 'r " I Area in . 11 I Allsweo a area 1 I/rT 5 A•L v' ETt4 0 o00 i 3 � 40000 ( rao I R ' I L. 1 cf 4 7 0 �1 2 0 0 ( j.:5 -r s-reagmo 't S T o P. 4- Q7 F- •. 5 3 4 a Q___; 1 4 7 _~ ata 51c2 0 2• ' • + .r O 1 - 0 0 LXanon I '.:.esonatton Ter rt' or oar :r ' : r'f 'or Demeter) ( r X 'or :In I 1 • i C:verea Parting I 1...1 ` 3.: 'NM' I ICoen Panonq 3.2 'MP:' i Cutooar Areas I 3 ^ 'Me I I Stop. (by acaaa) I I 0 WR i I I O1oq. (by oenm) I 7,5 WM ! I ! Note: tor'JUllCing extcrer, :noose eater '.Re tacaoe area or tPe benmeler method, tut ROC botri) , i rr'. Tatar t r;... , P. • osed ' ightin • WattaGe (Exterior) May not Broom Ti a Allowed Watts f Ntun ar E.ta nor * • or iffigriftfrt.04 . . — Location Arturo, aesctlonon I -irsures ! 1 I tom`► dry /'J.. I i• a� IOW f Mr .NI ....fir.:; ,li NNW . rnt71 Propose* Warm in.y nut exue a 7o1xI Allowed Watts t[r � ltefiar ' o0a' ' - 1 '!1t !{ 1 I ONA1. . • ' * 4 4 n : >: •IRES 11.23.95 • ' ' A UG 15 '95 111 AM_Tt,:vWIIre„DCP LJNonresidential Ener• Co'r-3 Comoliance Form ' ' • Lighting Summa. (back). F LTG -SUM • asp vH+n ,naperea a+oea ra.r.r■a,.r energy teas car,taswira reimae. t rencriptive Spaces Occupancy Q Wantaueas, storage areas or aircraft storage hangars Q Other • Qualification Checklist Lighting Fixtures: Q Check here II at least 95% of fixtures In the sac Meet all four criteria: Nowt If ac uoane y typo In - Other and Guises answer is cheekee. the number of ristrvas In 1. Ftvturee are fluorescent, non - lensed, with only one or two tamps, and the i,rraeIP to acs arntied br Cede. Clem) . indicate await er a en pram if eel 2. Lamps ere T -5, T-8, T•8 or PL, and 3. Lamas are S-50 Waite, and • q i;iW1ed. do LPA Calculation. 4. Ballasts are electronic ballasts Table IS-1 Unit Lighting Power Allowance (LPA) for interior Lighting • LPA' tPAt Use' (WIT) Use' I WlR _ Painter; welting, carpentry, machine shops 2.3 _ Petite arm) ire demons' , -1 1.1 Barber a • , . beauty shots 2 Atria atnuma) I 1 Hotel ba •UeUCmre • cttrexhtbitiM Hall" Mall Aeaemb s•aces' audHonurna , assn' ;heaters 1 Laboratories 11111111111111 Pnoeett • its 1 1.5 Restaurants/tors' 1 Cafeterias, fast food establish 9 1.5 'tttatt A i0 1 1 Factories, workshops. hsnolincl arena 1.5 Retail 8 Antall banks • I 1.5 '*4. Gas stations auto •- it oho• ° I 1.5 Lxkar andtcr shorter fatalities 1 0.8 tntpauttans 1 warehouses • , •a areas 0,5 I • - Ibrarlea I 1.5 1 Aircraft store • has • , • 0,a Null • homes 1.5 1 Psrklno gOraces 1 ,...0.....s.13 • Wttoteaate stores (•-•• rack tahmht 1.5 1 Matt coneeursyse 1,4 Plane Submitted for Common Areas Only 5cttooIe butloin•s sehool etassroams. der care centers 1.35 Common area. comdcrs. At reikre tekoept mail concourse a.8 . Laundrxrs 1.3 Tenet facilities and washrooms 0.8 • Office buildings, ofecedicar uetradve areas in facilities of ' other tAa types (IneUOing but net Iimt`sd to echocie, . 1.2 • ' hasoWCds, Ini14tjtion s, mux has) I urna. tanks, chure I 1 ; • Foottlates for Table 15-1 I. In rata a in which a um is not mentioned soctntically, the ruff Power :Illoi a ncr shall be determined by the building olllcial. I'his determination shall he based upon the moat uomperablc usu sperilicd In the table. lieu Section 1512 for exempt artw151. 2. The waits.per square fool stay be increased. In' turn perecru par tool ol'wiling, height above to iry lcet. unless spa ilically directed tshuwtae by subsequent lbalnoiea. 1 Wells per square foot tit' room may ) 7eincrearud by etas ccreatt per Coot ci'Ixthng height above twelve feet. For all other spears. such as scaling and common areas. use the Orli Ligfu !'owrr:llfownncr for aaecmbly. i .1, Wads per square Coot of rerun may O.: increased by two rcrci:ni per toot nt`ceiling height above nine loot. • i,. lneludut pump area under canopy. �1 7. lu Cases hi witch a lighung plan is submitted for only a portion of door. a Unit Lighting Power Allowance of l.f.5 may be crud for to abiu (*lice dear arcs and 0,90 watt: per square that shall be used for the common areas, 'Mitch may include elevator spun:. :.oistry area and rest rooms. Common areas, as herein doll nod do not include mall ..Ontaourscs. Ci `t, Fur the tiro engine room. the unit Lighting Power Allowantx is 1.0 watts per square foot 9. For indoor sport tournament courts with adjacent spectator stating. the (inn Lighting Pour Allowance for the court area is .1.5 watts per square fool 10. Fan both Retail A and t.ciail H. light tier tirc•stanoing display. building shavcasc illumination and display window illumination installed • within two text or the wtndoware cum, Retail r1 allows a Unit Lighting Poucr Allowance of 1.0 wets per square that. Ceiling mounted adjustable tungsten halogen and 1-11D merchandise diaplay ill uminarics arc exempt, Rslai H allows a Unit Lighting Power Allowance of ;.5 watts oer square toot, including ail ceiling mounted merchandise display . lurmnerics. 1 I . Provided that a floor plan, indicating rack location and hcighl, is submitted. thesquar'e toexaac for a warehouse wily ''Ca defined, tot • cnmptuing the interior Unit Lighting Power Allowance. as the )loot arca not covered by racks plus the vertical face area (acrxu side only) ,of the racks. The height allowance defined in lbotnete 2 sppliel only to the floor area not covered by racks. • i t 1 1 .. .............. nr' rv:.: i:.''::4:'.'. ti: r:.:' :1.'nin.- .'..�..'nvt.�....:.... ...... .. . . .. ...... ...._..M.w.a.— r ..... ... .. _.. .. • F � M W ( ( t 1 1 . Structural Calculations • 4 N for • Home Express Entry Canopy Pavilion Mall Tukwila, Washington 1 r .. { . , y G` . ..1. 0 "t(; 1 rI •�c' 1 4 ;10 7- 11`5 29049 b R FClS'rE R . 4 4 ASS G . ., 10NAL . . . . ,. ... • RECEIVED .; "4 ; ' • CITY OF TU.KWILA .. !•'.:..' - .....,1 U . . 8. 1995: . :. _• .: s; •. PERMIT CENTER 1 , . .. . . i. t }RarAt C KPMES5 3 - .i� project date • � proj. no. • • Swenson Say Fa . , b 4 : c ave a A St.ruct.ural . � desi . sheet , .,. -Eugineerin.g , Corporation 2013 Fourth Avenue #403 .■ Seattle, WA 98121 • Phone (206) 443 -6212 • 'Fax (206) 441 -0693 • ,;. 4. WIND • T z0 I' r i 1 i Z9 IL.o Ib II Ib ' I P : C I 15.•1 �•, ," 1 it l•.z. 1 r I r 1 1 i. P wtNb 1991 unc. SO Mph t c$cp. a $ti le' ' + r s-f c4, :1.3 pARApe T6 h - 19' c - 0. 44z - (4.6 64 I) - 2.6 r ca. - 0• II.o, lo 15.4 rf h =..2o r C : 0.4.0 t 14.3:_ ptif.... ..._....._..... h : 15' 1 Ca = 0 1' 11.7, f4 .F t go-r. tXP)zES 4. - c lb l5 project date prof. no. Swenson Say Faget b ++ design sheet A Struc•Iurat . Engineering Corporation 2013 Fourth Avenue #403 • Seattle, WA 08121 • Phone (206) 443.6212 • Fax (200) 441.0503 • y i t' b j ;.& I`1• t 1.0. 21.3 PI• Rr*1 StuES I e it "c.c Z. s $.n 6, i lo$ 12.ti' 1.2i 4' V; o.is" V r•5 .. " �•T� - - c.L1 � t o •la- 7 t,(SG 7 XG C' IL ire c 21,3 pif *IDE (+TK'S 1 CA 14 "ea (x,0 M= 0,45 MR= O. M- Fr V • 0, tk Vp _ o,55 ATo 6. 71)1 2. 1 @ t 4 ' 10 el plf. DU .101' (?'S 1 (n, 5 ,a.1e. loot 14 r NI = 1.3o fT MR V : p,Cj2 V I,10V' D Z q q usE (2. Ca lb? re. q6,1 p lf pST F F 141 - --l-,b y•n.ctZ I3.o' i✓I - 0 1'0' fb = 164 PS', Fb te•o rSi ... =. (33 re'% v _ 0.30( -F, : 21 P 4; f � = X P,' tiva. J_= 0. bc, _ 0,4 g 3 }� F�..+ f T .. _...o e.�G l,e ..e . d • " project date {� prof, no. Swenson Say Faget : A Structural design sheet Engineering (' o rpural.i.on 2013 Fourth Avenue #403 ■ Seattle, WA 98121 ■ Phone (200) 993 -0212 • Fax (206) 991.0593 • • �il ( it (7t awr s 23, $ E AMS • a. 5 IL) . 5 = 1.4 'A lo r s i le4 r 14 leee R 3 = 1333 PSI ol SrauTs ""� — o It r oc j k F. = 34'1 r 71 y far- 10155 lb 414E li ?(. 14, 4, PAL r E2F5 /q,i 11 P SG s 161 = 14 ()if wAt,L roAN 3 " o.6 25 pi+ 13E.M.4 ?Lm . 'Ai" 2.3 5o of 4 o I ;TS 2X10 a I&" I.4 0L $oARD s/11; 3.8 LL 125 r l; TL3 04 Ff&n+r AL LI 1 � 13646 Ib M $o,ABw.rT Me. 102.zow•rr ''TL` 2.e4>"- L 26% u UL 5 1 /gx ts.* C.= 1" —4- ff666. DI. +tL E 1.6K jo ..BSI fo4Tri Q` 1 1 Boon IAINP 9. 12. c t t oe. p t,', k ' 24.8 e /d z�- - 11. 3. SS �. )t , ti. 12. 177. • (7 LXPR'ESS - 1• _a�S project date proj. no. Swenson Say. Faget J D H. 3 — design sheet A SI rue! ural Engineering Col jxitatit1 2013 Fourth Avenue #403 • Seattle, WA 08121 • Phone 206 443.6212 • Fax 206) 441.0693 i � y t•ota AR- IFT Iggl APPE,NDIX To c44 . z� = 25, 1:5f rf = zs rsf' o u7SIDE OF PArrt A 2 - *4 ? (4) W1 r 50 ltikx 61,5hd : 0 (0 3 V b V ?, +lot - 1•1s' D = 6, la I') 4- 14 • 0, = j;-. 2 r �f z hb - P4- /D - 1. Wa r- ( o,5II ) t. � o r PM ° Q (�.i- j _ 4-5 v 5.F t146tDE OF PARAPETS 234k@) Uti6 0.S P kr RIDC 0.141) 3.o Ff AT VAI.LEI Aa0 bRtpr aF I.15 r7 ASEb . E P q AT EA CNA W / W,4 = +.4 ' As AT v.T ID 0' aF I PFT1 project date J Q vol. no. Swenson Say Fogel A uc Lur;tl — design sheet t. r Ett irtt'erirtg ('ur•hural 2013 Fourth Avenue #403 • Seattle, WA 98121 • Phone (206) 443.6212 • Fax (206) 441.0603 • G yNoW 0 .(- 1 .. 12.5 pert 12.; •sf , 33.3 .34 rll,2 . R{ ° - -� '451)4+ h 7. j 1 /'' • Fir r • ! r r r r • r r• r r r r • r r r / a' I' r I/ r' • . . . . . . .. `mo • 4 E 'Et( ep-ESS 1.-10 -9s projec date prof. no. Swenson Say Faget • .1A 4 5 -- deslpn sheet Atrucltira.l . l:u};i.nc c rinj; — ( ol'j)ur,ttlull 2013 Fourth Avenue #403 • Seattle, WA 08121 • Phone (200) 443.0212 • Fax (200) 441.0603 )CI et. bmethJc,, • it F1C t5Tiwc" br ckt1-tc, ly �C G TA l�, 04. CCMMERC I1‘.L t b l G,,cis1*L AySu•ME S■MPl -� SPF�N • 1 LOA ∎T DCFL t Tte% T6 , L. 2-to �4E ufES F4 wo6 2)4 TA �END I (�o r5� W 146 (:,S; ) e.>Oa r4i .� &a (•h f DE F € .T Ir,r War 1 r S )L cn )72 PS's d c" — I 160 I BS: LcrAb6 bE AD kLLot) ALE- ' PER.Ir'PostD LIVE Lcs4 MAC . St-low 15 ;-S s�' be t14 1)se, Is • • •G • e,t • i\tPMC C x P R-cs S 3-- to 5 project date prof. no. Swenson Say Fagot N c� A ;ilru� lut;il design sheet Engineering Corporation 2013 Fourth Avenue #403 • Seattle, WA 08121 • Phone (206) 443.6212 • Fax (206)441.0593 • •11 •• • C •-■ Eg /Vri 1 NAs ;6.4 wIto D A.1 Fr 23104 soft. i•io 40 r1f DEAD 70P 0 4 PrAt-t a EA. 1 )( IC. + I) )1 2: I 1N lo' , •f T 3t4eku M 2.1.11" •i2 -3 9 V 1r V - 13 1 ' sc $4,} tol .5-- t = 15.4 V tAhe EA.- 41 I/ z AP S V -= : 8* " t•A t . V +.03' 4 A TI."' I. 1-" bRwr • 56.0 w)14D , 341 1 t.) • 1 bEf■tl Mit o rt4.1 1 EA 4A (I) ' Y- 04 r t os) to pi i Y190:0.-0 tql 3t.GVI'F'r MA. ; 6.11 5.43, ;. 42. V 13, : si " b•TL. 1. r to-1- t 11.11" 1/..gaE (c. 1 CO .r. 4411, 3-31- A ? ) ( .6 1 ‘4.1.T. V • (6 1v ' , 9.51 r t, tbci z)(pg.tsS project date pro). no. Swenson Say Faget Jbff design sheet A Si IUUL ural Eng' ne(.1 ing ("c)i ;Ilion 2013 Fourth Avenue #903 • Seattle, WA 08121 • Phone (200) 443.0212 • Fax (206) 441.0593 E)(Iyr (t fiCA% 2:83 t>J btifT 525 pi+ SNSw 140 rl+ o If '�5 r Deh4 Per, S.6 Ta.t6• E 't I + C 2) 3 l t�/1y� P9t_ t 2 t = �,�ti 4.17 , I. 36 V s 2 2 `A'" fi' l 20 T1' Zka' W + Z = 7 -1. 6 1/ 14 _ E I ro + ( ?) 3'i 11 V k +. 4.98 1, e4" • z t,4 k • r LT bgt r pt.; Iko o IF .3'0 ph Denfl bi 4 J.Llr h�at.t►a � TM1ca, i t 61 24l' i 1. 02" = •FT M p. ' 1 1 . = ?i•3i V IL- - 3.89 " An 101 ,E L 11 use 644 • . l ES E CPRESS �-� " e t; project date , ' pro). no. Swenson Say Fagot U design sheet A St t'ac't tt ritl l:tiginc'c'ritig ('urlx,rutititi 2013 Fourth Avenue #403 • Seattle, WA 08121 • Phone (200) 443.0212 • Fax (200) 441.0593 • (..: , . Swenson Say Faget design sheet A Structural Engineering ne•e'ring (' 01 poi ;Il ion 2013 Fourth Avenue #403 • Seattle, WA 98121 • Phone (208) 443-6212 • Fax (206) 441 -0503 • E X 1 e)1 I N Cr, ro S T c'C+ ( Z, A L LA L A M e. '514 trit - PAST It- t7• - C-, t. 5%g cr/rt..t s c,e- tbS p_ q4 fr-o i C L : k f Rc - +4 c,L = 6.1° FRoli, Pult.Ltw5 = 3. 1-,S rRvw. PµP. 1.. 4 = (t rr �+ I ; 20. b`l" T ) 1 Q $." a1 = 5 C - 1. axltt. pti; f = IKOD Pti ►c 1.15. - ;z5 pay K 21G� 86,5 re.: Pa = 2t: • r.t" o. k n t.I_ -- c, - t p se) - C? t. 8 C R- t b R t D 5 I-\ b. k. (Z- t5.01 F1Z.tsY.A Gl,. 1`•41 5 FRo'M QG R. T. G . 5 9 k FW F.o F cit_ g (c .5 k t= R.ta•., Izats'} ct L = ,2 Rc " R It) aE pK1P -Itws R 5. 23 K t .t^W1 12tUC,E :pttRt.tNr, r = 2G. 1K 31k A : z� = 24.2p" , t ke /A = 3S.40 111111110111111111 ' " SOID O X1.1; - I t k t L1.6 a erP, A Tp, i4 . ;.. N Z F = 3G G ri r 36. pi t.: . licrtAz EXP R-E. sS - lo -IS project .' date prof, no. Swenson Say Fage J A i0 — — . design sheet A SI.rut•t to at Engineering ('()i I>uration 2013 Fourth Avenue #403 • Seattle. WA 08121 • Phone (206) 993 -6212 • Fax (206) 991 -0593 �R r✓ bT 1 NA) 2' P 54 SNIT p cS T4 al (D 2 P - 2o. M E& V r, �,�„ � -�" x )2. L..J/ = 11 r -s -F _.k I I, - I4-, }1 •{T 4 - k Cr 23 . 1ti c , 1 �c� roe,re, AR(la za r GK IST• 5 -G� 5 5' - 14", ty(s) .'3- alp r " N '• 3 ° oa k .FT 4 1At, t /.S k' Ir o �• t4 1A- FTe, r 7r. k it E FooTI►- 1 e 1 )<• 1 -c,' I I -o � i A ILL.& oa c,, • I I l a n ® t ! c) %•eo r S•i f }I/Z„ 3 Mµ II •gr .. M „ . k•F 2 44E (0)-ii 1.cr8 c t.r. CO 4 1- -rxAUsu : vi&me EKPCLCSS a Ito -9.5 project date pro'. no. Swenson: Say Faget design. sheet A St. ruc•I oral . ] iigin(•(•rin(; Cot p Orutiun 2013 Fourth Avenue #403 • Seattle, WA 98121 • Phone (206) 443.8212 • Fax (206) 441.0593 ENGINEERS— NORTHWEST INC. P.S. RECEIVED i 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX 4 e 1 f ROBE T F SATTI ASSOC. Joe No, JOB NAME DATE $ titi SUBJECT R �S___ E a .r c^- 1 F 3 BY LAJC 2 8 1995 (,.iU1VlIV�VIV1 1 7 DEVELOPMENT H OM E, , 17 ,. K Es 1 PM 1vtLC- O 7 wA-6014--(m& (U ) Uadouk-poK62 gtlitktait, +C W(etoD ` wAviv Q,g,DF. . • r �' I [EXPIRES AR= Al i 3 �.. 0 - , . ( ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 JOB No. JOB NAME 'lVta 61 v7 DATE b\ 4Jl G SUBJECT SHEET 9 OF BY 1& ', *, ,C9 '-') 4 32e0 MOP) - 5508 p ? ' 481 3b4. . # IbM Ib( Dl, c g a �17s ii- �,� . 1 , I . > 1 . Vloort,L)ili : r k • I1 J . woo o , DI kN' 192, : ' 8,E�4 6 — • ,l 1 � = "S ,. . . . . 1,138 Lro-tcvx.801 - , ci a , • --3 • , • , , i : . .... J.,___13, . ,• i , ' .: .. , l' s f»to* 3 bL+I104 = SO& . a-40 ... . • 1 „ . , , : . • v • • ..: • • , , • , . , . • .. . , .. . , . . . . . . . ., . . . , .. . , . . , , , , . , • . . , ...._.; .i ..I , ENGINEERS -- NORTHWEST INC. P.S. i. 6869 WOODLAWN AVE. N.E.- ITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 1 • • • . . cD OD 4I /I WA) CAta} . a - 4 '( .,...i bi ►off 34Ig/ . i ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Jos No JOB NAME DATE SUBJECT SHEET '- OF BY <Ctt 166 Ai r 1 &1 t af = 1,$4-(9`1, C1,e _ . 3.).1) -2- u ®ca f3L Laub l kfo 1 9:-. - 6 ° 4.7 .-15--,5--,gr:set,61 i As l �� -e 1 t .. 0 ((o) 3/,5 r 4-14 Vit 2 { ‘Il I . • 11(2e`ti)= 3 1 M 4 I:,.I; . } } 1 • ' t \) , - t r 4 (1, 1 = 4 0, 3 W°t1' e 4 : 3v Ir 'ell('''' i "03-t1:1-11-,171-", � izr ,3(t (c. ei ts4 I / WI . .t4L r11 y, , '- - t,uooD c� 4.1atI't)=,174 I ot, , 51 ►01w - Ctl 0 040TH. j jT Iaoti)2,9 t at ` 54- I, G `(O 1 -1-i61+ .11 , o •-•' ' ' M910 t pkiJ a.to wau,w( s.9)01a - t.: X0,55 _3 - ,. .. t' -14e6vot,)612.et (0,5-co ilheir. .0, -reiL . .,1 • ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522 -6698 Jos No. JOB NAME DATE (� SUBJECT SHEET `i OF BY IiO1) YYUZ N (3'0 100 4- L4OI A - huoJanste 413,g8)c53.52 c. 1 • • 6 lin n b (re (4191= 1 c I 1 . I( ' ' elNiYatVek1 .13� 01. CO l eg1 " � ' _Am 1 411 3 /4,41 'MU' k, 11 i I . (1 = q�,as ait50 4 I w lige I �I 6 If oc °l" ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522-6698 • JOB No. JOB NAME DATE Qa`Z3( ti' � SUBJECT SHEET OF c:: )1 BY fulfil-- I DQJt/ foot= I I625I ... l 1 ay 5� 2�i . ite6 I r----- iz 4/ 1L 5741 ,n x ► 4(o0 .... a - odRw , 5(0) ala5 ► + ^lb eta ?l 3 (A a)118 ►5 S514 .1�1 _ 1 `� e 13)x51 ---0- i� l q�c22 � 6, (PLWt)s UIx - svw &-rH 1 • .�._ ■'... , .T.7.1.7.117. 6 T dIVe(1( or- 611 xaA571 . I N R.1 fit, .-ciustoo I 1) fZ n t lag (44 t - VA •=. ,140 WI* ()V.. 14-C ?) 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N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 • FAX # (206) 522 -6698 JOB No. JOB NAME DATE SUBJECT SHEET (C OF BY ( ��G�i� �' J,9Sii��iL���i1G1t1� /'i'�'!1 (.� � N / '•�t"�y�� � .•:'''�If G • } G . I. �(�,y ENGINEERS -- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No .JOB NAME DATE SUBJECT SHEET !b OF BY (7 oho- bX6 Pr . y 1 : � oo Not th-r 43xt ,„..,....,„„ �� I .J_ 1 _ 5- , 1 104 11410 ta4 . \4__________> 1 i d i po I . /,;14' '//1/.74—At- _ , mulumnri . ..., ) I I ��Yu \ 4 3 I I V p JA 4 . .,,..,_,...„ j..----------1 V 50 . m - " 1 1--- N k'' 1M (6' = gg,4A c Ig c . 6 o f , (1'3) be qt -. 6 z 9. -; 9 .% tt, 5 " kW- \'O 117•00 P.5,b1 ke.,1',wt r- •h33(-11 Il 3 • • ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (208) 522 -6698 Joe No. JOB NAME DATE SUBJECT SHEET 1/ OF BY f$ aJel o µsr • .. 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I7 / 1.' f / , �? r ,/,/ � ,/ fib X - 1/ 0 To/ i• 1 I //,.., i „. .....',,,../...: :, -, Ow . /' 7' , , . , , .,,,„ (D / ".?" 0 ■f/ittN0) C 14 ¢x% ;, ' -(r '' 1 0 I�tll� � �" � (-104/6‘ w13,-//g - � Pic VAK)e-#0 - . i , 5 `lam CoU3 1 I ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522 -6698 JoB No. Joe NAME . 111 0 RAW Y11 f DATE g (1? V SUBJECT datf SHEET I RO OF BY 1 . • t r • ' • 6v 161 (e (1)) f --� - — �' 1 14,11 4 b`P i if "r '06 til `1 IN 1 (( Phi • ' �. _ 4. ��_ _ , ° !ply ,1 ni ,, _ 1 (\1 . � ' • „ . ` I ' p, lir i fa ! a ll. -- ,_.. - ,. ... . . v / ( .„....,,, N.' I -',..",:t • i a 1.1)1' /� / , • r ' ;'' .I A i P . a _ r ' U I • �' f „7 F'1 I I `C �1 104 .--.' I'JI 1E . • • , ENGINEERS- NORTHWEST INC. P.S. o • 43) ,■ ... '7 •'• 'N t ht . - . ,/,'.? ,..". e ,/ , ' / " -- "C --- ' ler. 11. • . ' - - . ',' (47-t=•-•,..--.-.. •- --'42 1 /..'"----- ----.----- . . ' , , . . . a • • • 5 { ISSUE D ATE (MM /DD /YY) AIID(Oi 1; CERTIFICATE OF INSURANCE e/02/9s . , PRODUCER , THIS CERTIFICATE IS ISSUED A S A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE J. F. ARENT8 AND COMPANY DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 520 S. El Camino Real, #342 San Mateo, CA 94402 COMPANIES AFFORDING COVERAGE 41 3) 342-3095 COMPANY 41 3) 342 -8789 FAX LETTER A COMPANY B , ,.,I,-y. . f ACORD 25.8 7/90 .` t, , + , ', •y, ,, , °k ,' ` , , ` ,: •i i CORPORATION' �. PETER S. HIGGINS & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Home Express #38 Job No. 1874 October 24, 1995 Sheet CC-1 RESPONSE IQ INSPECTION COmmENT (STRUCTURAL ITEMS ONLY) City: Tukwilla, WA File No.: B95 -0344 Inspector: Dave Ferguson Date: 10 -23 -95 I Response 1. The substitution of Hilti HVA exxoxy anchors for the nechanical expansion anchors specified is acceptable (indeed, t -y are a superior anchor). The applicable ICBO RR# is 4419. 2. Agreed. All bolts should be tightened as required by he appli- cable ICBO report. If tightening specifications are n.t given, apply 15 ft lbs per 1/8" diameter at installation (or after epoxy] has cured per the report). Verification torques of 2/c this value. is acceptable. 3. Racks 96" and less are strictly exempt from code. Str ctly speak -' ing, the code is silent on their requirements, and an horage is not a requirement. However, they may be anchored per aller unit specifications, and this is certainly acceptable. Wall ties to the building, while not normally permitted, are also of regu- lated by code. In this case, they would appear tolera.le, even if not exempted. If there are any further questions or explanations ne -ded, kindly contact me at 818 - 549 -0072 (collect if requir - d) . Aio* 457:1111-V:.1*-14t * ftgrilloO r ZONAL EMPF9� • , , , e ■ CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * EVIS I • N SUBMITTAL * * DATE e PROJECT NAME /lc% e. fr-r:x p _s ADDRESS / 7 ? ' < < .4a •-•7 / 4 • CONTACT PERSON PHONE — z- ARCHITECT OR ENGINEER —.a- - PLAN CHECK/PERMIT NUMBER lEt — <3 Z TYPE OF REVISION: Wet. _ - el) 4" - . SHEET NUMBER(S) 1 4 —/ "Cloud" or highlight all areas of revisions and date revisions. SUBMI'ITED TO: RECEIVED V CITY OF TUKWILA O CT - 1995 i LQ/ kArA.- PERMIT CENTER P-4V g/ A' Cedectepitzeloy . :: - 1Wfl r l► „,,,, ' , ..1 Pa frothiP1 /el-6 1Q Silk ► 1, "---1?35 e a f € i .\ Lo.L) Di) Ito! ,� (�5 ---p-plo >. .s . ... ,. .. ,... �:� s ,. ... .., n *. -.,� . .. ....- x }i,'...r irt; ° f, f,'a..., �...:: D`> u,' N7;^' N` yK�#' �, s .7A"Xt.�-;, ";�X: #2:rua;'n�.vi-f Sat. vocaa nscw..,.......«. ,......................- ... »... ......_«.........._........,..,,.®...... .........,...r,......- .�..... »a ,...,......».. M' \ MEMO TO: "HOME EXPRESI FILE, PERMIT # B95 -0240 FROM: RSB .,, DATE: 9/14/95 SUBJECT: ADDITIONAL PERMIT FEES THE REVISION TO THE EXISTING SHEAR WALL IS A SIGNIFICANT ADDITION TO THE SCOPE OF WORK ORIGINALLY APPROVED FOR THIS PERMIT. CONSEQUENTLY, THE APPLICANT SHOULD BE CONTACTED TO OBTAIN THE VALUATION OF THIS ADDITIONAL WORK, AND ADDITIONAL PERMIT AND PLAN REVIEW FEES SHOULD BE CHARGED. ( ' !2 C) 13 le, 12 `I' iyon slim U. woo \omo hl Hum; m; 1 111 swill um 'I:L NIRITT • s F�SSATTI ( M N M 11111 I 1 11 . 1:A 111\ l; Ml•I un A M c cru,\ r:crrl.i:. �� �snl\rrm lulnn n.l., naaU a,ull;) •1I•:1.n'III)\Ir 121X111121- 181)3 'II,LRI'IW \I :, (UX 19 A SS O C I A 'I' E S 1.1X:)21891121.97.11 1111111) 315-22110 (31\811,11\(:11V3\12:98 RECEIVED CITY OF TUKWILA September 8, 1995 SEP 1 2 1995 McFarland Associates PERMIT CENTER Pier 9 San Francisco, CA 94111 Attention: Mr. Richard McFarland Reference: 95 -T -18 (Home Express - Shear Wall Removal) RFA #95102 -18 Dear Mr. McFarland: We have received information on the proposed project and have reviewed it for . compliance with the structural portions of the 1994 Edition of the Uniform Building Code as adopted and amended by the 1995 Washington State Building Code. We have no comments. We have forwarded the drawings and calculations to the City of Tukwila for their records. Please forward a copy of this letter to the structural engineer. Best regards, ROBERT F ASSOCIATES, INC., P.S. Sandra B. Stampfli, P.E. SBS:1 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 95T18 1..uoC 9/8/95 O ,1 ` (/r' ,% City of Tukwila ._, 0), John W. Rants, Mayor i;���,f == Department of Community Development Steve Lancaster, Director September 7, 1995 Robert Fossatti Associates Consulting Engineers 1000 Norton Building 801 Second Avenue Seattle, WA 98104 Regarding: 95-T-18: Home Express - Shear Wall Removal (B95 -0240) Please do structural review per U.B.C., 1994 Edition. Sincerely, of Shellie L. Bates Permit Technician 6300 Southcenter Boulevard, Suite #100: Tukwila, Washington 98188 • (206) �t31.3670 • Fax- • (206)431 X3665 i '''.. ?' ipliade c agill 621 48111".4 • zit, mooed . 94,0916 14684111 1#161411 114;1" torm ifildif adavoilit lama 0 Ata dada; . . , ., 5 .,,,,,.. a , I: wiitem .:., 116.6 4 4. iz . . 444 d CM, .M4 h4d$4 414/h 444 fr'4/Z pro a agurito • or ____ ife tow k�w 9/x'6 (416) 1-63- los 1 la l . I-£Pf MFS E 9 b • A 1. * 4 a is. , Y /t 60')...frApyt■ , MCFARLAND /ASSOCIATES TRANSMITTAL 6.x0°)1Yej:V):41jpitA)-0/A (') ARCHITECTURE /PLANNING /ADA CONSULTING _ ar E FIVE. Ai 201995 ,u,v,,,/,,,,, 4 Y t,' DEVELOPMENT . To: G(T( bt* IMOLA Date: 105.15 � �Project No: 1" 501011 11111V(oN g� Attn: 1j�✓rbt1�}� Ti lvl�yOO SW � t D�V HC . Re: U tz+".+ IH1 r y OU k I A i AA Ibif9 -Iota Ogtfa4K Ma-. ft6f1 V P ! 1 PAU14108 t1/rtc• '1t,IwllA . Gentlemen: , We are sending you V ttached ncderseprate-cover via Mr P( the following items: ❑ Shop drawings [ ❑ k} ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter' ❑ Change order El Copies Date No. Description 2 ~ a SM5 3119t SVCjUI Pr4410 ,S , S h � t ' S1 (,1* :t7 ,! 2 .2f. 14S _ sreoc1v n. Qs These are transmitted as checked below: For approval For your use ❑ As requested El Remarks: "pCP07 AO: i 'ME s PPAwi r°i Arlo M '14 let froUf 6 dot' S' r ' i , G 669 Mr, M51 , • e to PIM Voice Atia ornate. ' tylkiporanger Too r • ut A r gamic , am . I:: Copy to: / i . Signed: NA-. Lia ' PIER 9 FAX 1 (415) 434.3616 •■• SAN FRANCISCO, CALIFORNIA 94111 , 1 (415) 433.6816 t L CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * REVOSiteN SUBt'/111111 * * RECEIVED CITY OF TUKWILA DATE 5 - 9e AUG 2 2 1995 PERMIT CENTER PROJECT NAME Horn e Exp ADDRESS I 7 00 so u cen r tc/j CONTACT PERSON fl Ci PHONE ( ) L i 3 ARCHITECT OR ENGINEER E5i 1 I Lon()) PLAN CHECK/PERMIT NUMBER 6015- oaq o TYPE OF REVISION: 'a SHEET NUMBER(S) NUMBER(S) A 1 A Co "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: an 3 -- e) • ,1, l ae ct , c2 i/577r CJi avezceu . 064 44 0 /6€ ..$aee--e A C 44/x )4e)t t( a 4.0?-7144-p cx i tz e,...• 4-6 i -4 te 0.6acple, • ' uri'r .. a. Mfrn,. fv4'34 tl..., / +':n ♦vv M.rra.rtrrY Ew ✓CF.^se r+t.nm .u. .n.. u.r .m wrn «... . >. w. ... -.. «... .... ..a . ' . „ . 1 4 . ., 4 r ' ' . '' ' fil0//2 , 444 . . , i MCFARLAND/ASSOCIATES ARCHITECTURE/PLANNING/ADA CONSULTING TRANSMITTAL RECEIVED CITY OF TUKWILA AUG 2 2 1995 PERMIT CENTER To: ClIT OrtUKANA Date: WM/15 Project No: ° Writ Nitit PIVISIM Attn: 15,0 5,6115170TO Re: Acts AvzVb 14017/P1eArtitil :kift .\11 1 rAvh,i611.1 l-tAti.. Gentlemen: We are sending you FKAttached Ekh wprarate via Mr 0( the following items: r 1 4 1% „"' ,0% -.0. .................. ... I, CITY O TUKWILA. '... ' ... ''.. Departent of Community Dcvelopment ;., _114:RI ..1 '10%, a 4 Z,41 9 i ..,--1 FAx TRANSMITTAL i; Co. : U I?, mr. ..:.,/ sr& lib .i e: I I ' 4 %. ..... ... ' ........... FAX NUMBER: (206) 431-3665 ``v ,....----' . T 0 : . DATE: . s. 1 t•AR.L-Gi t 1 7 -0 la- 1640695 TITLE : FROM: :1 --- 015 - 1:E)N e .r, 1 c COMPANY: ' TITLE: mAtz:z.-IT-1 4 4 DEPARTMENT: D E PARTME NT : 1 E3 ti ( L i 14 Ct, :: ,....,.......,...<.....,.,.........,,,...c......4.,,..,.,,.4.........,....4,....... Ireir..i.eliv. 4.“....4..........e...4,ti v.:,...V.W.;}..4.........4.4vjoe“..< fe.wei .......... FAX NO. CALLED: • NUMBER OF PAGES SENT BY i 415 / 8(04 - 43 63 'rRANSMI1. (INITIALS): b.;D, INCL. THIS COVER SHEET: , • p.4. i: : 3:A. N1/4:5:+efAi:4444:tivtiiii4Ve?;;•:•;%:.k.ZitiiNNi•KA ::NtIsikii:11.;:i0 4 4: :ti ::::44:14 to:.::::e. .4:44.g:•.•): w. • i r*.N.x. :W::::.•<"•.;....M.r.:$4: . ...i SUBJECT: .... _, g4 _ .___ • 4 I . 13 re.A To 3 ( :Z i--: ( r st2.. CFAx. 0 F I A.06% ) NE. aXpRE-66 COMMENTS / MESSAGE: . <ff2Abl ae- IA €:-Ii W Of 1 G k 1,-. I 0 AlltA ct 4' 0 mmm(29 c.09.A4 elvcAlc, 1 4- cu c' . V4:b1-a. 16" - I "r-ci2-. '\.t--2,,,, i sm 4:,144/11.454 1 -179-ig1n 44 2q15 4 , -- -eh.--..-- _ogoacc -reiv4 Roe)/ az)* 1395 0240 i., . .,. j" 4.,•:•~S. iyeeeMi•S•Mil• • " ......}:03,...4,0;40:44.N.• ii• " " 4441:04 ••'' •livNvAli" • ' " Ve; • " .7: IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL: , ,,,,,,4).3;4; i+k::{iteileliS.:4•246•&.•We0•4 ....sweASYM.,W.A•44Stii•NACZ4X4:40:ANiSii:Xiii.:{0}.;$034iikkA34,W4:41M0.5%<iiINW44> IWArAnioN,ite...14.5.i.....4.WW/44•45kkNiir;iia1Mik;$ . DEPARTMENT OF COMMUNITY DEVELOPMENT Office: (206) 431-3670 6300 Southcenter Boulevard, Tukwila WA 98188 06/01/02 • • 1994 Washin•to( -- 'ate NonreFidential Ener• Code ` 'i. liance Form Lighting. Summary LTG -SUM • 1994 Washington State Nontesroenhal Enetgy Cone Compliance Fotms Apnl 1994 Project Info Project Address Date For Building Department Use Applicant Name: Applicant Address: Applicant Phone: • Project Description I ❑ New Building 0 Addition ❑ Alteration ' Compliance Option ❑ Prescriptive ❑ Lighting Power Allowance ❑ Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box) ❑ Less than 60 % of the fixtures are new, and installed lighting wattage is not being increased Maximum Allowed Li.hting Watta:e (Interior) Location Allowed (floor /room no.) Occupancy Description Watts per ft Area in ft Allowed x Area From Table 15 -1 (over) - document all exceptions taken from footnotes Total Allowed Watts Proposed Lighting Wattage (Interior) May not exceed Total Allowed Watts for Interior) Location Number of Watts/ Watts (floor /room no.) Fixture Description Fixtures Fixture Proposed Total Proposed Watts may not exceed Total Allowed Watts for Interior, Total Proposed Watts Maximum Allowed Lighting Wattage (Exterior) Allowed Watts Area in ft Allowed Watts Location Description per ft or per If (or If for perimeter) x ft (or x If) Covered Parking' 0.2 W /ft Open Parking 0.2 W /ft Outdoor Areas 0.2 W /ft Bldg. (by facade) 0.25 W /ft Bldg. (by perim) 7.5 W /If Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts Proposed Li hting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts • • 1994 Washin•to ,State Nonresidential Ener• Code C ""TleHance Form :'Lighting: Summary (bL •:) LTG -SUM 1994 Washington Stale Nonresidential Energy Code Compliance Forms Apra 1994 Prescriptive Spaces Occupancy ❑ Warehouses, storage areas or aircraft storage hangers ❑ Other Qualification Checklist Lighting Fixtures: ❑ Check here if at least 95% of fixtures in the space meet all four criteria: Nolo: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and the space is not limited by Code. Clearly indicate these spaces on plans. If not 2. Lamps are T -5, T -6, T -8 or PL, and 3. Lamps are 5 -50 Watts, and qualified, do LPA Calculalions. 4. Ballasts are electronic ballasts Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting LPA' LPA' Use (W /ff) Use' (Witt') Painting, welding, carpentry, machine shops 2.3 Police and fire stations 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel banquet /conference /exhibition hall" 2 Assembly spaces auditoriums, gymnasia ° , theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1,5 Restaurants /bars' 1 Cafeterias, fast food establishments 1.5 Retail A' 1 Factories, workshops, handling areas 1.5 Retail B Retail banking 1.5 Gas stations, auto repair shops 1.5 Locker and/or shower facilities 0.8 Institutions 1.5 Warehouses ', storage areas 0.5 Libraries 1.5 Aircraft storage hankers 0.4 Nursing homes 1 5 Parking garages See Sena, 1537 Wholesale stores (pallet rack shelving) 1.5 - Mall concourses 1.4 Plans Submitted for Common Areas Only' Schools buildings, school classrooms, day care centers 1.35 Common area, corridors, lobbies (except mall concourse) 0.8 Laundries 1.3 Toilet facilities and washrooms 0,8 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, 1.2 hospitals, institutions, museums, banks, churches)° r 11 Footnotes for Table 15 -1 I. In cases in which a use is not mentioned specifically. the 'tar Power:lllowance shall he determined by the building ollicial. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2. The watts,per square toot may be increased. by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent Ibotnotes. 3 Watts per square Iix11 ol'room may be increased by two percent per foot of ceiling height above twelve feet. 4. I•or all other spaces. such as seating and common areas. use the (.'nit Light Power Allowance for assembly. 5. Watts per square foot or room may be increased by two percent per toot of ceiling height above nine feet. (r. Includes pump area under canopy. 7. In eases in which a lighting plan is submitted for only a portion ofa floor. a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 1).80 watts per square foot shall be used for the common areas, which may include elevator space. lobby area and rest rooms. Common areas. as herein defined do not include mall concourses. H. For the fire engine room. the Unit Lighting Power Allowance is to watts per square toot. 9. for indoor sport tournament courts with adjacent spectator seating. the Unit Lighting Power Allowance for the court area is 2.6 watts per • • square foot, 10. For both Retail A and Retail 13, light for 1i display. building showcase illumination and display window illumination installed within two feet of the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square toot. Ceiling mounted adjustable tungsten halogen and 111D merchandise display illuminarics are exempt. Retail 13 allows a Unit Lighting Power Allowance of 1.5 watts per square foot. including all ceiling mounted merchandise display • luminaries. 11. Provided that a floor plan, indicating rack location and height. is submitted. the square footage for a warehouse may be defined. for computing the interior Unit Lighting Power Allowance. as the floor area not covered by racks plus the vertical face area (access side only) of the racks, The height allowance defined in footnote 2 applies only to the floor area not covered by racks. • AUG-11-95 FR I 16 : 4Z MAZZETT I e. ASSOC P.01 • RECEIVED CITY OF TUKWILA AUG t 4 1995 PERMIT CENTER T0: _ MAZZEITI & ASSOCIATES CONSULTANTS k ENGINEERS L 1000 BRANNAN STREET , CA `kke. 45 C- W tl iA43.6 11 SAN U ONE 864 999 94103-4871 800. 863. 5999 FACSIMILE 415, 864. 4363 - ATIENTnON: NUMB OPSW?ETS INCLUDING COVER: mob TbeAA.s. -w d FROM: MRA JOB It S 22:4 -tv -r- 6150 -0 53 r 4 TIME: PAX NUMBER: t ( "IS q--; I g'r'i 24C0 4 tf°3 I — 3G r,5 SPECaAI. INSTRUCTIONS: 1 t e A er wet-R-32.. +L ct.,A ;rev...04+ Lraix.„.$. d t-4.4_441.4L OLAAA6 iert--1 � t.- 4.t- I.�iR..•Q. e its ODD y�Q.C. - � • �►< _ 0) dt.vt.CQ+ 6-12. CIA ektinti-31 V1/4flitt U..) 6-U* u.. c -0- V..,1. .loQkr .., 44:e.-(2-a • t k.JAAJ 16 0 4 s e) e I 1 1.9 P . ..:. r , .. .... ... �.. ^. i.!:, :: ; ^�' ':... c. 1 tax Ail's 1 S .._ ..... ,., t� � .. ,... . :��' ... ...r1•:. ��d:a�r�r� ? , ,..r.;;�.:� .. a r�r•,, sr�» f.• Y ,.., e,r.. aartn-' �,::, ��ts,`. t- r�N.'i,ti�`�w,C::�n9 AUG-11-95 F R I 16:44 M A Z Z E T T I & ASSOC P_ 0 2 • k1.14 11) 1 q5 C t G 1-toNtg' ekfize. 4 -- PkV !LioI4 1 L.& - -1 V w iLA k1�� -kt t f�.+ 4 Tc d . I . `r-rx T c A _ c.-HI El..r.- -rz e., Y �..fQ0 . • • . 9g . _.._ ..... _..,...._. - - - - -._._ .....,.... . '4 -.. ...... 3/ - - -, _ /1 _ -- ..... __ ._. _ ._....... F RECEIVED CITY OF TUKW ILA .............. , _ .... �- ... - -- ...... � . , .._... _ ... ........ /r J G 1 it 1995 I 1432. , .. ... . • _ •• _ • . • . PERMIT CENTER 4 . / . 3' ......._. ,.... _......_.........._ ... _._.... NOT useb _.......,.._......_ CA L4 r07.1 14 ...�_... _ , . ,_._.. Li 1 ?5 .. _.. ._.__ go _..... _ ..... — r u5 _.._......... . ... _. - - ...__. � ._.., .__ . _ _ • 'WIT 24 5 . • • • • • • • • attached that indicates the month and year that the inspection was performed and shall identify the �vd1Lq y�, q,s .. - k J ,� Ci of Tukwila Q FIRE DEPARTMENT 444 Andover Park East �p Tukwila, Washington 98188 -7661 (206) 575 -4404 . 19A8 . John W. Rants, Mayor Page number 2 company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) 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)) Aisles leading to required exits shall be provided from all portions of buildings. The width and spacing of aisles shall be maintained at all times. (UFC 12.104(b)) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 3304(b)) 3. 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. Manually operated edge or surface mounted flush bolts and surface bolts are prohibited. (UFC 12.106(c)) F i t hardwares and mark i na shall mAAi. +h a ran i rAmAn.Es Y. ... rT . A fl, City of Tukwila Z FIRE DEPARTMENT 444 Andover Park East . N �0 Tukwila, Washington 98188 -7661 (206) 575 -4404 .1909' John W. Rants, Mayor • Page number 3 • of the Uniform Fire Code. (UPC 12.106- 12.111) 4. When two or more exits from a are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) When two or more exits from a story are required and when two or more exits from a room or an area are required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 3314(a)(c)) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 3314(c)) 5. Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 3313 (a)(b)) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 3313(b)) 6. Maintain sprinkler coverage per. N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide, (NFPA 13 -4- 4.1.3.2.1) ! ix 0tLA . qs� City of Tukwila 0 Z FIRE DEPARTMENT 0 444 Andover Park East 0 Tukwila, Washington 98188 -7661 - •: (206) 575 -4404 y908 John W. Rants, Mayor Page number 4 7. Maintain hose station coverage per City Ordinance #1646 and N.F.P.A. 14. Addition /relocation of walls or partitions may require relocating and /or adding hose stations. 8. 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 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) An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1646) Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1646) 9. All electrical work and equipment shall conform strictly to the standards of The. National Electrical Code. ' (NFPA 70) 10. Required fire resistive construction, including occupancy separations, area separation walls, exterior Inn =4- inr. nn r.rnmcr.d-v P4 r.n L. { 9yt. ^,a ;. , +r r f.A r n: r7t:8Y M C �' .. ...� ;. _.. ',:,, i .,. , �.� ...� ,.t s;rr;r'.t t aiY { t Bh rt. �.' ?:;:�,.. ,;�:i.... J ��11LA { C ® Tukwila 0 FIRE DEPARTMENT 4 , 444 Andover Park East Tukwila, Washington 98188 -7661 N = (206) 575 -4404 • 190$ John W. Rants, Mayor Page number 5 requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as y .!. t r?i•. 'r $.! iw /U• n.:�.ff" : l!...3; .•R.. .jCii.:}e {:.vY „a,}! nt. L` fli 'i't= u4?'rti} 4Yf, i1P:ai tA'X.',•t 1. iT t4Y 4 h'N XA� $'?'�.\'. , ... .... .. .. . .. „.. Vii.:. „.l :., r. z.... fi.c ",...�'r,.:.:i: ,'!,..._ ..........;,tl.,,. r.:. r >:.hf. r.f.N',..s. .. w.�.' -'..� t ......,. ... r...a r.. .. �:...' ^`•. C.^ f. �.. �k1.... .,.' f•.,.t.., r y'. : 4i .7•P.,�fi.4�; s�.Y xz. "; MCFARLAN D /ASSOCIATES ARCHITECTURE /PLANNING /ADA CONSULTING July 17, 1995 Duane Griffin Building Official Dept. of Community Development CITY OF TUKWILA 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Home Express Tenant Improvements Pavilion Mall Dear Duane: Attached please find our plan check submissions for the above project. Per our meeting on July 11th, we are submitting the demolition drawings separately as 'Phase I, removal of existing partitions, etc.'. The word 'demolition' does not appear on the application, or drawings. We are simultaneously submitting the balance of the drawings for a separate permit. We have enclosed two checks, one for $373.59 for the Phase I Building Permit Fee, and one for $2,152.96 for second phase Building Permit Fee as determined by a phone call to your department. We look fonvard to working with you on this project and appreciate your time and assistance. Very truly yours, Richard D. McFarland, A1A 1)00717CL.054 RECEIVED CITY OF TUKWILA JUL 1 8 1995 PERMIT CENTER PIER 9 (415) 433.6816 MN.. SAN FRANCISCO, CALIFORNIA 94111 FAX (415) 434,3616 )� ... .. .. r r CITY OF TUKWILA Id: ACTP125 Keyword: @ACTM User: 1672 09/14/95 Activity Table Processing BUILDING PERMIT : Permit No: EST95 -01 : Status: VOID ; . — t}... '{ _j..; 'S¢J N. a.:.i r('thf} :`. t. V{`'AY r l: 1 +J +54fsr i.Af..,rC••iJ,+ J.y. r l.R .µvt kl': 'Yirt ..... t. >. ... k'. .'. kf .... V4�7�. <. .v. .. 'f ,. .. .... al �t f.'.Y x }: t,', Y''.. . . .... r.R alf' n.l t 't�.. #. �r}�.: -U z + „�: fl .. a 1`. �2i ✓fi ...t4 L xf;.� '� 'e�yxw'�ttve �'o,ty �,.:,.. : CITY OF TUKWILA Id: MISC120 Keyword: @ACTM User: 5 09/14/95 Comments regarding an Activity BUILDING PERMIT Permit No: B95-0240 Tenant: HOME EXPRESS Status: ISSUED Address: 17900 SOUTHCENTER PY Line User Id Text PER MEMO FROM BOB B. DATED 9/14/95 AN ADDITIONAL PLAN REVIEW FEE FOR THE REVISION TO THE SHEAR WALL WAS REQUIRED. THIS PLAN REVIEW FEE WAS BASED ON A $20,000 VALUE OF CONSTRUCTION FROM THE CONTRACTOR. KJP. Enter Option: A A =Add, C= Change, D= Delete, I= Inspect Up /Down /Enter= update line and move light bar, F7= Update line Exit, ESC =exit, \ �. .. .. . . .. ti , ... '.t.', Y n y rr ? W4" r ,- �I �Y F r r1:•ra rsI 'rs�'tr rr'� i5't 1• !" . 4e < ,. ^, y. ?. , Rey }., r te , . .. '' ' = 4'. „Y".aLS r aG. -c "' itJt N'� -5�5 Y. 'dhv{ <4�.,.'P„ ^ie�g ^4. s•1 .,ie cete 5 +' iC V� )p ^y�`�*t i x � ... «frM r{Afi.1�'1 S! n Y.t�u.;v AUG -1? -1994 16:39 FROM SHAMES CONSTRUCTION TO 912062715023 P.02 • CITYOFETUKWILA AUG 1 51995 PERMIT CENTER • TOTAL P.02 AUG -1? -1995 16:40 510 6063003 96% P.02 • • • • • • • • • BED �Da � HOUSE �RES � ° BA ADD V/AD DD DDD D D D • • PAVILION SEE�P //AApd7RATE PERMIT FM 17798 SOUTH CENTER PARKWAY REQUIRED ❑ ECHANICAL ❑ PLUMBING ❑ GAS PIPING CITY OF TUKL + /!LA BUILDING DIVISION PILE. COPY • I understand Gat tho Plan Mach G;arev_% c:o subj.. anon and cessions and Gard of plane dap not auNONe the vie. n cf any adopted cede or ordlnanoo. Recelpt of canine ace of approved plus atlmovdedpad. • ay ,�li ✓� e� C P50 855 -02 Nand No. / V REVISIONS • NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR MCFARLAND /ASSOCIATES APPROVAL OF ° °i °A ARCHITECTURE/PLANNING SAN FRANCISCO CRY PPHUVEUIIA AUG 17 19955 AS tiOn ,t595.1:::) (4 BALDING DIVISION RECEIVED SEP 7 1995 P ROBERT FOSSAttI ABBOT cror5rartA . 1111 1 8 1995 PERMIT MITER ISSUED FOR PERMIT 1/11/95 14054 . / 1 1 . 1 MCFARLAND /ASSOCIATES © 199$ rxmndr. - H CI IU A 95 ' i ' / I E X ? ' R E / � /� euILDIND DIVISION ® /MCNIIECNflE/PVNNIHc 11117N1241 , A$SOCIATES O FURNISHINGS 177 LJ&t • � ED 0 B /ul TH 0 HOUSEWARES /�1 11 !I TUILA ON ABBREVIATIONS GENE RAL NOTES PROJECT DATA SHEET INDEX COVER SHEET OCCUPANCY GROUP B (RETAIL) ISSUES L "EXIT" NDICATED CH PLAN SHOWS LOCATION OF ILLUMI- 14. ROOFING SHALL COMPLY WITH UBC CHAPTER 15, ROOF CONSTRICTION TYPE III -N (FULLY SFRINKLERED) ` HATED EXIT SIGNS CON SEPARATE CIRCUITS). SEE FLOOR DRAINS WITH SECTION 1506. BUILDING CODES 1994 UNIFORM BUILDING CODE ARCHITECTURAL DRAWINGS S. O PLAN AND ELECT- DWGNE O F THE ABOVE CIRCUITS 1994 UNIFORM MECHANICAL CODE A I DESCRIPTION I DATE Iv Amon. c000Rmz va7mAR SHALL BE PART OF THE EMERGENCY LIGHTING GRAZE SYSTEM. 15. PROVIDE AN APPROVED FIRE SPRINKLER SYSTEM PER 1991 UNIFORM PLUMBING CODE Al TITLE SHEET AS. AMERICAN STANDARDS Nmn,lE NFPA STANDARD 13. SALES FLOOR FIXTURES SHALL BE A 1993 NATIONAL ELECTRICAL CODE jta v 2. ALL EXITS TO BE OPENABLE FROM THE NSIDE WITHOUT MAXIMUM HEIGHT OF 13' -9" APP. AND STOCKROOIM SHELVING 1995 WASHINGTON STATE ENERGY CODE A2 EXITING PLAN (FOR REFERENCE ONLY) AcNSI .sv .OS m v n. THE USE OF A KEY. SALES AREA ENTRANCE DOORS SHALL BE A MAXIMUM HEIGHT OF IT -0" AFF. - - CHAPTER 51 -II WAC SHALL NAVE A SIGN STATING "THESE DOORS SHALL -' A2.1 SITE PLAN NMnc c°xcxEM REMAIN UNLOCKED DURING BUSINESS HOURS." IN ONE 16.FIXTURES SHALL BE PROVIDED AND NBTALLED BY HOME WASHINGTON STATE REGULATIONS FOR ,.m AVG . °AV M INCH (I") HIGH LETTERS. EXPRESS, U.ON. - SEPARATE PERMIT REQUIRED. BARRIER -FREE FACILITIES OR DESIGN A3 . DOOR SCHEDULES AND DETAILS °* 3. STUD PARTITIONS SHALL BE CONSTRICTED OF 3 -5/8" 2S I7 THE M AXIMUM FLAME SPREAD CLASSIFICATION OF FINISH A� FINISH SCHEDULES AND DETAILS MME °Nxs GA METAL STUDS AT I6" O.C. FOR MAXIMUM HEIGHT OF MATERIALS USED ON THE INTERIOR WALLS AND CEILINGS BU NG A ILD ARE MI D EXIT REQUIREMENTS A5 FIRST FLOOR PLAN (WEST) NI. °X° ° 15' - AND 24" OC. FOR MAXIMUM HEIGHT OF 12' -0 ". FULL - SHALL NOT EXCEED THAT SET. FORTH IN UBC SECTION 804, CAST CABINET MOO MOULDING HEIGHT PARTITIONS SHALL BE MINIMUM OF 6" 20 GA TABLE 8 -A AND TABLE 1 -B, FOR TYPE 'B' OCCUPANCY. ABM. AF'PROX SQ F7. OCCUPANT LOAD A& FIRST FLOOR PLAN (EAST), " ,,, °, ,, METAL STUDS • 24" 0A. SEE PLANS AND STRUCTURAL - SECOND FLOOR PLAN . :ilia GRADE DRAWINGS FOR EXCEPTIONS. ALL METAL STUDS SHALL 18. LIGHT AND VENTILATION SHALL COMPLY WITH UBC SEC. 1202. SALES 4 CHECK -OUT • ' ° BE CEO APPROVED AND INSTALLED PER MANUFAC- - - - • FIRST FLOOR 30,195* • 30 1021 PERSONS Al FIRST FLOOR REFL. CLG. PLAN (WEST) a TUBER'S RECOMMENDATIONS 19 GLAZING SHALL COMPLY WITH UDC CHAPTER 2A ' SECOND FLOOR 10,100* • 60 169 ' " L x x° i STOCK • RECEIVING 1,990* • 300 21 " be 4. FLOOR FINISHES ARE ON CONCRETE SLAB, EXCEPT 20. EXIT SIGNS SHALL COMPLY WITH UBC SECTIONS 1017 AND OFFICES 963* • 100 10 " AS FIRST FLOOR REFL. CLG. PLAN (EAST), CONC.S. EXCRETE BLOCK W HERE NOTED OR SPECIFIED OTHERWISE. . 1013. EXIT SIGNS SHALL BE IN BLOCK LETTERS, 6" MIN. EMPLOYEE LOUNGE 333* • 15 23 SECOND FLOOR REFL. CLG. PLAN xG STEEL N.,. 0 FC WADE FACETNcRETE HEIGHT WITH A STROKE NOT LESS THAN 3/4'. LUMNANCE '''''''Y 5. IN 90;1811 1256 PERSO r 5. CONCRETE WALLS ARE DIMENSIONED TO FAGS OF WALL. ON FACE OF SIGN SHALL BE 50 LUX. EXIT SIGNS SHALL INTERIOR 49 EXTERIOR ELEVATIONS AND INTERIOR STUD PARTITIONS ARE DIMENSIONED TO THE COMPLY WITH UNIFORM FIRE COPE ART 12. x 2 • 251Z LIN. IN. " ° °° FINISH FACE, UNLESS OTHERWISE NOTED. OF EXIT REQUIRED.' BUILDING SECTION MK. COUNTERSINK 0 KASE 21 SIGN CONTRACTOR SHALL OBTAIN SEPARATE APPROVALS EXTERIOR WALLS , 688* 516 LIN. IN. PROVIDED. `6 AI m ENTRANCE CANOPY PLANS, 6. CONTRACTOR SHALL PROVIDE FIRE EXTINQUISHERS WITH AND PERMITS FROM APPLICABLE GOVERNMENT AGENCIES . ME l",.,•,i 869* (4) EXITS REQUIRED TOTAL LEASE SPACE 50, REQUIRED SIGNAGE AS DIRECTED BY THE LOCAL FIRE FOR SIGNS. ELEVATIONS, AND DETAILS LB POUND DEPARTMENT, AND AS NOTED ON THE DRAWINGS, " 22. CONTRACTOR SHALL BERESF'ONBIBLEFOR OBTAINING AND (4) EXITS PROVIDED All DETAILS °°° R°R° 1. CONTRACTOR SHALL PROVIDE CONCEALED BLOCKING PAYING FOR THE COST OF ALL INSPECTIONS AND TESTS MANGLE B1 DOWEL nvx'E. WNmx`R"I cR AS REQUIRED TO SUPPORT /SECURE WALL -HUNG FIXTURES, REQUIRED TO IMPLEMENT THE PLANS AND SPECIFICATIONS, Al2 ENLARGED OFFICE AREA PLAN AND °°"s ar0 vEV° s .E° WALL STANDARDS, ACCESSORIES, ARCHITECTURAL B E THE SOILS . PC AND REQUIRED INTERIOR ELEVATIONS Ec°N.xx AND MILLWORK RK ITEMS, ITEMS, ETC, EXCEPT FOR SALES SALES FLOOR Y ANY OR SECTION R SPECIAL INSPECTIONS FIXTURE BLOCKING WH N ANY ICH IS EXPOSED. (UBC SECTION N 3 GOVERNMENT 306) REQUIRED FOR FIELD WELDING AND URSL ENGINEERING Al3 ENLARGED CHECKOUT PLANS TENANT • . ELEC ELECTRIC ET EEE POURED- IN•PLACE CONCRETE. OVER 2A00 P.S.I. LLENS :I. 9WENSON SAY FACET E A . . Eev S. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CON- 2013 4TH AVENUE, •403 Fl FIRST FLOOR FIXTURE PLAN IMPROVEMENT Exs er vversax srox e°1r xr srce ssEC DITIONS ON THE DRAWINGS AND AT THE JOS SITE PRIOR 23. AN APPROVED SET OF PLANS (BUILDING, FIRE SPRINKLER SEATTLE, WA 98 @I DRAWINGS Exa✓r E+ ExP"x E° s�GG Gmaw BLOCK TO EXECUTION OF ANY WORK, AND SHALL NOTIFY THE FIRE ALARM ETC.) SHALL BE ON THE JOS SITE DURING F2 SECOND FLOOR FIXTURE PLAN MDR MIR c °fl x GRADE S°. SDunE ARCHITECT OF ANY DISCREPANCY. CONSTRICTION. NO INSPECTIONS WILL BE MADE WITHOUT TEL. 206 - 443 -62I2 ® -. _... sm,, O`' COMPLIANCE WITH THE ABOVE. ELECTRICAL ENGINEERING FT FEET VI- STEEL RN FINISX STRUCT. STRUCTURAL S. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES " " AND ALL COSTS FOR LICENSES, PERMITS, SERVICE 24. CONTRACTOR SHALL PROVIDE DUST -FREE BARRIER RIGID MAZZETTI • ASSOCIATES STRUCTURAL DRAWINGS • FE C FIRE EXTINGUISHER CHARGER, ETC. ASSESSED' Sr ANT GOVERNMENT AGENCY BARRIER BETWEEN PROJECT AND PUBLIC/SHOPPING MALL/ 1000 BRANNAN STREET Sl GENERAL NOTES OM E -- OR UTILITY COMPANY. CONTRACTOR'S INSTALLATION OF ADJACENT TENANT STORE AREA, TOGETHER WITH ANY. SAN FRANCISCO, CA 94103 H ONI�E E�X�F'RaE�SS scxevs ALL UTILITIES AND SUBSEQUENT HOOK -UP SHALL BE AS PUBLIC PROTECTION PER LOCAL CODE "REQUIREMENTS. TEL. 415- 864 -5999 FAX 415 -564 -436 52 PLANS iw v-,r roxcuE .wO cx°v.E axr " v , NECESSARY TO ASSURE PERFORMANCE WITH UTILITY • CITY OF TWIWM I L >ED °eaH °xWStw,v1E8 °Fl,fd'/SFlJ08 1 fD MOOR °Rx xox x a E x °,E° COMPANY. APPROVED P 53 DETAILS � VIER UDDER v., unuGE • WN�nGR o� O. CONTRACTOR SHALL PROVIDE ACCESS ANELS AS RE- SEP 14 1995 - & i �ElEE" . 5-1 Q � •jJ Z '�p � GR GRADE VEST. NES.. TARED PLUMBING, AIR-CONDITIONING AND OTHER " _ .11/9. , • AS NDIN - , { i VP.E. GYPSUM �� 11(s)." ° TRADES, , AND AS AS REQUIRED BY CO D BY CODES. S. LOCATIONS TO ELECTRICAL DRAWINGS BE APPROVED BY ARCHITECT. BUILDING DIVISION PAVILION \ / I O N ■, A 1 1 MALL El SPECIFICATIONS 4 SYMBOL LIST r/ir ` E u" IIRDWR wwoweRE u D IL FIRE DAMPERS ARE REQUIRE IF DUCTS PENETRATE THE - E2 - LIGHTING PLAN AT FIRST FLOOR (WEST) WM WOOD CEILING OF A FIRE - RESISTIVE FLOOR - CEILING ASSEMBLY, • .G it E °�1 OR PENETRATE FIRE -RATED CORRIDOR WALLS. � � ' ° ∎-... • E3 LIGHTING PLAN AT FIRST FLOOR (EAST) Woo SOUTH CENTER Gizmos I2. ONE -HOUR FIR: -RATED CORRIDOR WALLS 4 CEILING ASSEMBLIES. AND SECOND FLOOR PARKWAY ALL DOORS SHALL BE 20 MIN. LABELED WITH DRAFT - ACCESSIBILITY REQUIREMENTS CONTROL GASKETS AND SELF- CLOSERS. ALL GLAZED E4 POWER AND TELEPHONE PLAN AT FIRST TUKWILA OPENINGS SHALL BE PROTECTED BY 45 MIN. FIXED THE BUILDING, PARKING FOR THE BUILDING, AND PATH FLOOR (WEST) 1 • GLAZING. ALL DUCT PENETRATIONS SHALL HAVE COMB!- OF TRAVEL TO THE BUILDING SHALL COMPLY WITH THE NANTION FIRE /SMOKE DAMPERS"COINFORMING T O UL -555. "ADq.- AMERICANS WITH DISABILITIES ACTOF 1990", E5. POWER AND TELEPHONE PLAN AT FIRST WASHINGTON 13.HAZARDOUS MATERIALS MAY NOT BE STORED, USED, OR INCLUDING THE ACCESSIBILITY GUIDELINES (ADAAG), FLOOR (EAST) AND SECOND FLOOR DISPENSED. - AND WITH THE REQUIREMENTS OF WASHINGTON ACCESSIBILITY CODES, WHICHEVER IS MORE STRINGENT. . . MATERIAL LEGEND REFERENCE SYMBOLS KEY MAP AREA MAP SHEET TITLE EARTH (SECTION) g I �E ! ,,It.'Q!p! %� METAL (SECTION) - !L"�:•"arf6Y "' LC�C A � � 4 k' +' GRID REFERENCE TO q � P D' g G ® L , z TITLE SHEET CONCRETE SECTION P - EXTERIOR FACE . HOI � s y+ �1hJ . . . . \• r ' • - (SECTION) IIIlnllllmllllo°IIIIIhuIIII SHEET METAL (ELEV.) WALL AND PARTITION I FGEND E Pi ___ _� Iow T ,I ,F CON CRETE (PLAN) FINISHED MILLWORK C3fi.72® �•'o � \1 .. ) Q COLUMN GRID REFERENCE SYMBOL , ESCRIPTION „ + �• 1p � 9 (ARCHITECTURAL) TO CENTERLINE • lM � ` � u , 403 7 ME . DRAWN DATE. CONCRETE BLOCK ROUGH LUMBER (STRUCTURAL) I - "� � le:3 i• i V (PLAN & SECTION) N - \ WALL i T 7Cx¢ .. ''',...--\'S 0 I^ - �•s. ± / ✓n �� , ���/ BOP, VMC 1/17/95 BRICK MASONRY DETAIL NUMBER \ IIII� , S T FEfi \ \ 11 j , f , fi r \� � T CHE CKED PROJECT NO. NO SHEET NUMBER 'E ��������� (PLAN &SECTION) PLYWOOD - B - XISTING WWWALL_TO REMA r '( }t 9 .•. . . . - PLASTER (SECTION SECTION OR {t l � i l yl ;Wr' I MC l `7 . og V s I � A ` , CERAMIC TILE - EXI ING WALL TO BE REMOVED 1 ,' P ' F ` IPPI ' �'9 r APPROVED FILE NAME -' & ELEVATION). ELEVATION REFERENCE 6 Y ,- . ..._ .. - _ p 'A ATW 3Ai00.!9dGl® HX21T81 WOOD BLKG (ARC.) ST \\ (, i I DDT ?1 PLOT FILE NAME l •" GYP. (SECTION) DEMI WALL W ` P 1 .) "' S r� WOOD ROUGH (ARCH) BD O ® 1 Y _ DOOR N UM BER I T� 'JA l I 1st ti , n11m141 i \ / \ STEEL STUD WALL Hu1111111 INSULATION CMU WALL !�`1�"¢�1 _ _ �({�,� (PLAN) ROOM OR SPACE NUMBER - / "-" { "- _ SHEET NUMBER 1 RESILIENT FLOORING •` A.C. PAVING (PLAN � E • R'. e IIIIIIIIIIIIIIII 1d�yg51151151111 SOUND WALL a I • vt & BASE (SEC TION) &SECTION) ` `� l '' 0 °1 WOOD STUD WALL REVISION ' , - [� E �R41.� 6 .,, I E"a19'85 GLASS (SECTION) (PLAN) I SITE . 1 L�N l G .m _ tl CD'• � III 1 EN. 6 , I �w Al CAP pq EN IMERIOR ELEVATION KEY . . � � R�Lk"'I T 1!® @�EWF iA��l � , •'�. V xsha; .L9. n I „� .I'Ci.�rLlB4T L�CA..11101� '; SHEET 2 OF 28 - a V 1 l 1 I' 1 I I ?IranfRnTrrr IITIIIni ma IIIIII Nlllgirmi1}Tp1111111Nn rm, 1 rif . Le'.'U. ^ _:. _:. I I 1 qL , • Cj - . ',,, ; . s ' (• 4t. _ Y9 TT 19 L m ' z MCFARLAND /ASSOCTES ©195 r p q 11 e 1c141m10 t 1 I _® P AWN In 11 1, : `PIG�C. 1 �7✓ I 1 '' . }i = (11 FARLAND ASSOCIAT ' i I 333 -0 4.14 1I E ° I l 1. »w+�.; - - 1' -- - -�� IM le • __ i � ISSUES ', �a, • i 'A I DESCRIPTION DATE • • V . Alin;.- _ 1111111► IIIIIII,IF _- — +— ��a -- - — - CITY OF O TW P VO/ ER - 1 , __— -- -._. _. ...° i . - 01 -r - ® 0 +' � . d J ,�� _.•. P9 0 ADO .1 7 199 :0..- 8_.E _ -C N Q_ F R P L A N' AS 1 ..us O INSION ... Ni ' y "-4Es Q w IINPROVEAAENT B all �� • I NM ! DRAWINGS I J ME 1 imim ]9 -41) WOM, E ElVPRIE4.5 • I 1 1 I • I ' . FIP I , - -- �; l _ I - ! -_ 1 •� PAVILION MALL , • L I ' 1 11798 SOUTH CENTER E "� ii T PARKWAY I I> - WASHINGTON 1 1 a 111 . d� NM ■ � PLAN 4 ',44-111.1W "�t 3 (FOR ONLY) REFERENCE r .I , ib' . ; DRAWN DATE -: ; CHECKED PROJECT NO. - j _ I� —. —� — , _,0 { • APPROVED FILE NAME _ 14X21EXI I — _ - .. r I s 1 or SHEEf NUM trill — tl „ .. `-6' 1. ©,ii •. - €5_'_a 1111 a E — A • f�ul A I N F -- O R Fr N r ✓{. 1 - z I - �.. , w{ . � -. f ai�f: ' S HEET ,[ . S OF 25 R .. z- 1111 . .. � , I �� ..�.. , -•• ,•.•,.... - fff •°'�••.._ 1 VY 1hf'�Pir9t r it�'iT I�1r�4 T R ITf11 �� I � .' -� . _ ..._ .. I I ■ I MCFARLAND/ASSOCIATES © 1995 Mat DRAW. AZ 114121mEIRS Cr sERVICE. NM ''' rre■nir0 9r '''' ' ro '"R grlf• .0 CO of - r. MPIIECT t \ \ 0227 11 nE R G CT ER CT , - ' ' 1 1 - , ' I T • =a, ,__.) Q Q .JAZ= ., ., , II I - 1 T I:2 - - - -=;& ' • , \.... / F0L-F (4-) N 4 NG, ' 517'9 rt '---.,:-.. - ( ., :-.: zr T, ,-..- (,.1 1 U 'j I 1 1 „,„,, -2, (MCFARLAND/ASSOCIATES II _RN-L.OG,I00 D w,c ,-Xs. ARC4TECillggLANNING I i ' i ' , _ r I F (,,,,,,,,-,,, , -/ ' - , PIER 9 — I ° I -SW iR.41SCO 9.111 / z , . ,. I---) 7 A ,, . , ( _. .,.,„., , __ , ,,--. 1 i., .., ,,,. _ n,„, fl-00 , , , ,,,, , IS ' I ( rt_Arl , / ,- --X-F-Ie ---"e - ........, — ' — — ■ 1 1 ' '----- ____ I , , ' 1 11'111111 1 Ili IH 1 I III I l h I , 1 H I PAVILION MALL. ISSUES i DATE HOME EVOPRES5 / . , .../ ...---: 1 BED.BATIOHOUSEWARES0 , , . : 1 , (- \ C' ---) ' -r . -. '''' 5 .° '„ (--_--- , ( , - ' AI DESCRIPTION ---.- .4 .' ---.-,- .--'' , ---'- '' ' ''' ' , - ___ _ --- „-- ../ ' 1 ,./ / —717T / / t +, . -,.. ,...,.. - GE ..., ',-,,- / / 2 , ■ / ' ' ■ f- . . --• ..---'”. , 1 --, -___ - _ //' ' ° ,.. -1----- L it „,---, I .- --r ----'-''' ./' --- --1 . ,-- „,...- ■ 1 I 1 , ■ t — - , ' ---- ,---'' III 1 __J , \ .., '. '-. 3 1 , 1 --- „ _„-- --- , TENANT - - /'' ' 0 I - : : In ---' -,-'- ,/' ..-' ' \.: , •,,' / ■ ,,'--- ''''' /1 IMPROVEMENT DRAWINGS , ----"- ,-' ..-- HI 11 I ill_ 1 - ---, ] ' ' - -." ...„--- '-' -.,-.., -'- \Th \ _/- - ..- ,.. .'-' , r 1 I 1 ! 1-- , ' - ... ..- +,.. - ,_ , ,„. ,...., „,1 NOME EVRESS III 11'11 ' . .; - \ . A \ \ --,--- H _ _ ,-<, /,,,--/ ___,,, / -'- .----- "BED oBATFP:1 0FURNeilla: ' , . - ''' '- ' - ''- '''',„-'- - • /' - ,,-. ! . ,-'- ' _,-- j ./ ,,, ' '-' ,---'- i PAVILION MALL ..-' ' , i ...- --- - ',-", - „-,- , - 1 , , ,-- - ,-:„,--' 'r ,--- , „- , ---- _ , .-->--",-- .. „- 1 // "-:--- t 17798 SOUTH CENTER - ":,--(1.-- .. , , ,-- . - .--• - " ),,--- , ,.., ---- --- - ' ' ,- , , ...- - --11-- . , ., - . TUKWILA ---... .....- , ,. ,-- ,-- - ,...- ,.- , .. „, , - .- _-- . r .-- ,--"" ---- - ' - - , _,..;- .- 1--- , - - K - _„_ , WASHINGTON --- , ,- ,-1,„- -- ,-- ---'> ,. 4, , ,--• ,--• • r --- ,- , - / , , ., / SHEET TITLE , ---) SITE PLAN , - ---- , • . - --- , , , ( 7 - .L. I I 1 I „ ___ ,____r_ . / I ' \ ..A./" .....- r ' ' -- -;:=--------- -- , DRAWN . DATE I ' , . \-- '-- -- ----- -- -- - - I \ \ \,_,1 CHECKED PROJECT NO -------- \ ' - - - ---- -- -----.T ------- ------_ 94054 - - - - APPROVED FILE NAM - ..7 - 17 - f_. rLAN CITY OE IUPNILA PLOT FILE NAME HX215P1 E I '- $'P" _ _- DUD 1 oTE 12,,, ,r4 SHEET NUMBER BUILDING DOPSION -------------- SOO -- .------- PERMIT CENTER SHEET 4 OF 25 ‘.— ---.1 I -- , .4, -4,-4,4, ..........4 1 --- • 1 ,' MCFARLAND /ASSOCIATES © 1995 w r'a`a mNmwr nx TM O O O O O O O 0 O O O O ® AR NIIECi � � � O Si.I1E0FWA5HINalON 161'_3" 12' -0" 24'_0" 24' -0" - 24' -0" 24' -0" 24 -0" - W . (MCFARLAND /ASSOCIATES W ARCCHNE E/PVNNI C J W (5) SLIDING WINDOWS REMOVE (5) STOREFRONT, DOORS, _ To REMAIN - SLIDING WINDOLLS, 4 RELA D ITEMS. PATCH 4 FREP FL. E N a _ — •R mwas<a vvi:i , (,,e) .mama REMOVE (9 ROLL -UP GRILLE, AS REQ D INCLUDING OTOR SUPPORTS, _` 1 RELATED ITEMS F ; _ < r 1 -I 1 I\ /II / Nil I I 1 I 1 I\ /' 1 T 1 REMOVE (E� :�'iITIT A = / II I — 1 m 1 \ II ! II - r i� (E) LIGHT FIXTURES, \ t I �� / if _ , / Q I __ WI 9U Rrs, 4 RELATE � .4 • `. ISSUES m ITEMS, P. THROUGHOUT SCOPE \ )A LIMIT OF WORK, TYP. /RE OVE N) WH„ I / PRO ECT, EXCEPT WHERE \ 14 R9, WIIRE I i 1 a7 / LA , � 1OP SINK V i \\ I NOTED, EE ELECT. DWG9. \ � J ({fit D ESCRIPTION DATE 9 PAi Q FDOOR p I 1 \ \ II EC TE D 9. '�� • ` ) H Ei RENO (E) FLOORING THROUGHOUT \\ PLAN N �RO ® a � ) / r f' F p p 1 I SCOPE PROJECT, EXCEPT WHERE \ I \i T _ _ U ) 1 J , 'D i - ° .. - - ( ,, \ m PREP R lN(N.) FINISH I 4 , !' 1 NOTED. PATCH FLOOR Ab REQ - C— _ ° I — (E) MECH. SHAFT . / I LIMIT OF \ N I , p E / TO REMAIN J / \ I � � REMOVE (E) WALLS, WORK TYP. =3Q \ (E) GLULAM COLUMN I ■ V � _ 0 r ��I B+ ELECT. DUGS ELECT. RM„ SEE // ` I REMOVE (9 COLUMN' / ENC \ I - EL. . FOR REMOVE FE1 DF. P LOSURES,1 (E) MECH. SHAFT I FLOORING, CEILING, DOORS, �I / ' WORK IN THIS CONTRACT COLUMN- MQUNTED FIXTURES, t0 REMAIN - - - u6 m - - -. 1 FASTENERSA 4 RELATED ITEI\15 RELATED ITEMS. PATCH I/ L. m , //1� ^• WHERE.oCOUR PokTCH 4 PREP FLOOR ( PREP FOR 1 �� DN AS REQ'D; TYP. j \ (N) FINISH, TYP. --J E -I C '%'' / � �) REMOVE (E) •FABRI AT _ _ \ 9 n 4 � ^� / ____ / CHAIN LINK FENCE WHERE T O �ONst 4 pooR ADJACENNAN NOT A PA REMOVE (E) DOORS, \ / //^ OCCURS, TYP. SHOWN DASHED, TYP. \ \ [;;st /7 / , ( ' - J / _, _ RELATED ITEMS, PATCH P V '-7I REMOVE 0jE) CHECKOUTS, BASE • STAIRS 4 LANDING - I / \ PREP OPENING AS REQ'D TYP. THROUGHOUT. PA CH _ I I \ FOR SMOOTH FINISH t P FLOOR A6 RE 'D (E) MECH. SHAFT / \ • _ I ■1,�--, , TO REMAIN J 1:==3 ]I REMOVE (9) CHAIN LINK FENCE II I ENCLOSURE PARTITIONS, INCL. 11 ( 3 p7 9 I POSTS, FAB IC, GATES, 4 RELATED 1 (E) ELECT. R1., SEE ITEMS. PATH FLOOR AS REQ'D \ ELECT. D2k 9. FOR FOR (N) FINI , TYP. REMOVE (E) WALLS, PATCF WORK IN TI-116 FLOOR I CEILING AS REQ'D I CONTRACT r CE) WALL t0 REMAIN I I I TO MATCH (E) ADJACENT \ I lE) CHAIN LI FENCE To _ _ = __ 11. EN�(E) Tb. 8x8 TO TENANT OPEN To JJ REMAIN, REPAIR AS EQ'D rrT; , = 4 I - - �c REMAIN, TYP. A IMPROVEMENT (((''' PREP 'N) FINISH- II IF- \ BELOW I _, _, II II i � . , i � (E) MECH. SHAT UCT s - LL - II - f' I C) 1 _ I/ \ \1 I REMOVED AS REM:), VED DWGS. , I I LIMIT OF WORK, T Y P . . - - " 1 L _ -N _ SEE _ L C G�� LIMIT OF WORK TYP.- I - - u / REMOVE (E) DOORS O HOME E 4PRaESS NOTE: CONTRACTOR SHALL PROVIDE DUST -FREE BARRIER I �rL�I /\ \� I IBEDeBASH=HOUSEWARES =FlAfM$INGS BETWEEN PROJECT AND PUBLIC EHP PHA O PING MALL /ADJACENT PHASE I —71 PATCH (5) FLOOR U STORE AREA, TOGETHER WITH ANY PUBIC PROTECTION I F����aa II�� p �\ �p ECD WALLS AS REO'D 9 AS REQUIRED BY LOCAL CODE REQUIREMENTS, TYPICALLY O S ECON Fop D Ir IL- OOR P LL AN ® F - j F = == II THROUGHOUT SCOPE THROUGHOUT SCOPE OF PROJECT. A I/ I' - NORTH L % 1.-- 0 ' OF PROJECT, PREP r _ ' I FOR (N) FINIS "'TYP. ( PAVILION, MALL TELEPHONE BOARD � ' 4 • (E) • ,33 TO TOILET RMS. TO REMAIN B --� REMOVE 4 RELOCATE REMO (5) SOUND \ - II (E) ® DOORS, HARDWAREC 17798 SOUTH CENTER SYSTEM, SHELVING �I n (E/ - _ �- �••- I WALL HEATERS 4 4 - ■ • I FIXTURES • (N) WALLS, PARKWAY ' SUPPORTS TO STAIR EMAIN � 1 2Vj + A��.- SEE PHASE II FLR PLAN REMOVE (5) FLOORING \ ' If - REMOVE (E) SHELVING 9 TUKWILA 4 BASE, TYP. -- — _ I 4 STORAGE FIXTURES WASHINGTON !E) SAFE TO RELOCATED, �a '� LIMIT OF WORK TYP. SEE FLOOR PLAN FOR - I ( (N) LOCATION, VERIFY I -� WITH NOME EXPRESS - - - ° - - UP REMOVE (E) WALL, COUNTER, CABINETS, 4 RELATED ITEMS i F` 1 ; I - O \// a [ 2O SHEET TITLE PHASE a 2nd FLR. & PARTIAL 1st FLR. (E) CORRIDOR PLAN - EAST NOT A PART ■ I 0 DRAWN DATE DM,WL,VCBP 1/11/55 I��I m CHECKED PROJECT NO. UP - ./ 94054 APPROVED FILE NAME - - 22 HX21PP2 CIF( OF TUK IINLA PLOT FILE NAME OF HX21DP2 . 95.....0140 AUG 171995 ASNO\e SHEET NUMBER e PARTDAIL FORST FLOOR PLAN - EAST PHASE O C) BUILDING DIVI NORTH Jul 1 E 81995 PERMIT CPRrcn ` SHEET 2 OF 2 I . 1rI1IIlilIIIPPIIPflhipti , "iPlfhlrfggl RTllAlllllllf nll? 1' f\ h1 11 rlffPfr'PTrI "11Tfrlh rlTN Ti )174 ➢IfIP11P ,���.- �� '. _ _. .__ I i � ' , 1 HARDWARE GROUP SCHEDULE MCFARLAND /ASSOCIATES' ® PROVIDE GLASS TINTING o 0 NOTE: 5 -YEAR GUARANTEE KADINEER "450" SERIES STOREFR DOOR SCHEDULE STOREFRONT „-m r. mE GLAZING, TYP. SUBMIT SAMPLES ON ALL GLASS W/ "190" DOORS SERIES NARROW STILE DOORS, 0 POOR NO. 10i owe mxsxr o TO HOME EXPRESS FOR APPROVAL. SINGLE ACTING PAIRS. FINISH SHALL BE �A$ $ M z PR BUTTS TA2114 44 2 105 xmna+ DARK BRONZE ANODIZED ALUMINUM W/ 0 EA. PUSH PLATE 40 4 x 16 10B (3) EQ. SPACES • 18' -8" fi g _g^ co- 9 PULLS - M ;2 4 FINISH, 4 00 -306 No. DESCRIPTION OPENING SIZE THICK MAIL TYPE JRAO JAMB aim_ MArL STANDARD 10" BOTTOM RAIL W/ .35 -560 O _ Q EA. PULL PLATE 400 4 x 16 IOB \ REGIS ' RO. - V.IP. 4 '169 -111 SEALS, TOP 1 BOTTOM OFFSET - O EMPLOYEE LOUNGE 3' -0" z 1' -0" I -3/4" SC E 4 4 LCN EA. DOOR CLOSER 1451 STAT x TB w AN 'I>'E 601 PIVOTS 1 KAUANEER OVERHEAD CON- A3 FMM I Q EA. KIGKPLATE 48 10" x 34" x 105 w4r uuwo U I ♦� CEALED SINGLE - ACTING DOOR CLOSER - ( GENERAL OFFICE 3' -0" x 1 1 -3/4" SC B 4A3 PM 2 Q EA DOOR STOP 331E5 x 106 Srar4orw 1/4" TEMP. PL. _� I�I� ' (HUSKY /SAM 11)- PEMKO 1950 THRESHOLD. T PROVIDE DROP ARM HOLDER WEATHER 103 COUNTING OFFICE 3' -0" x 1' - 0" I -3/4" SC A . ® F'M 3 ® M5 OOR NO. EA. IO2 N _GLASS (TYPJ D / / . SWEEP, KAU.NEER CONTROLLER LOCKING SYSTEM W/ ADAMS RITE MS 1850A MANAGER'S OFFICE 3' -0 x 1 -0' I -3/4" SC A '// PM 4 I z PR BUTTS TA21l4 4 zx4 z 105 I I / / ! LOCKSET m Q lL: _ { I DEADLOCK BEST 5 -PIN LOCK CYLIN- ASSISTANT MANAGER 3'-0 x l -0'. I -3/4" SG A RI 4 MCFARLAND /ASS 0C IATES � y � I ./ �. / / DERS (KEYED INSIDE 4 OUTSIDE AT ® wool B I I EA. CYLINDER IE14 513 09050E m3A 613 re vw+wNc W Ov / / I - 9 / / DOOR N20 KEYED INSIDE ONLY AT ® HALL - 3'-0 x l -0" 1 -3/4" SG E mom PM 5 LN 1 EA. DOOR CLOSER 1461 STA? x iB - 111',,, _ T- DOORS BlIG 4 II THUMB , C I EA. DOOR STOP 331E5 x IOB I0T CORRIDOR 6' -0' x 1 - - F P 6 ® m ,V�' Id l k DOOR NO. 103 S SIM. CONTINUE 6 -3/4" H. CONC. �' KEY C YLINDER AT / Al 91M 1 0 (E) WOMEN'S TOILET (E) 3'-0' x 1 - - EXIST / I"I 1 M I /4 PR BUTTS TA2114 41/2x41/2 100 - sw scu 94m , 1•:R am .v,o CURB AROUND (N) ENTRY 0 THIS ENTRANCE DOOR 0 4 * LU� .40INR23'AUILDINGB'NJUOPS ' ® (E) MEN'S TOILET (E) 3' -0 x 1 - - EXIST 000/ 1 S 1 EA. LOCKBET 09453E 034 513 CANOPY PILASTERS LSRSQUYRBDTO T2HSRSQ'IRIDrffiNTB B 1 EA. CYLINDER 1E14 STOREFRONT I�r�I�I[q �p5� Fop 2pp I�p INTERNATIONAL ACCESSIBILITY SYMBOL, I ,({Td6W4AHDVOT TATENON 1 O (E) JANITOR ' - (5) 30 x 1' -0 - - EXIST 8 PO 1 EA. DOOR VIEWER PEEP -O ® u ®WLSII- V'9 ®YFI 0 LS'L -LS V AT AD HE BACKED, MOLDED PLASTIC BACKGROUND, • !OTI9S 0 RS x A TNST D HDODUDLB. I� ® (E) TELEPHONE?IGNITOR (5) 3' -0 x 1 - - EXIST 8 Q EA. DOOR STOP 30TPT SIGN BY SCOTT, BEST, OR EQUAL. } - Gam '+v'1. ayl }�l LCN I EA. DOOR CLOSER 1461 STAT IT TB ■ F: ) +, " , _ -, .V, z I - , ID STOCK ® DOOR NOS. 104 4 105 IS 18 STOCK 3' -0' x 1' -0" I -3/4" SG A PM a M 1 PR BUTTS TA2114 4.4x4 5 105 0 VERIFYI : IH ST OCK 3' -0" x 1' -0" I -3/4" SC A PM 8 S I EA LATCH SET 09010 03A 613 SEE FALL WIDTH IONS ® � 0 O LOU 1 EA. DOOR CLOSER 3 31 STAT x TB FOR _ WIDTH rr- 1 STOCK 3' -0 x l' -0 " 1 -3/4" SC A F'M 8 L 1 EA. DOOR STOP 1451 x 1T x ISSUES DOUBLE 5ND9 SEE RN. SCHEDULE STOCK 3' -0" z 7'- 0 " -3/4" SG A PM 8 5 DOOR NO. 105 AT JAMB !E) LONG. WALL FOR WALL FINISHES • 0 STOCK 3' -0" x l' -0" I -3/4" SC A FMM 5 M z PR BUTTE TA2ll4 4 IO1013 A I DESCRIPTION I DATE 4" x 4" (MIN.) CONT. �/" x 4" (MIND CONT. ¢ IB ENTRANCE 6' -0" z l' -0" - ALUM. C 000 ALUM g W EA. 9X17 bEVIC� 9915E -F 313AN STEEL PL. R EINFORCING STEEL PL REINFORCING SEE STRUGT. DWGS. ��� AL LGN B EA. CYLINDER IEl4 513 5 HEAD 4 BOTH J AMBS •® HEAD 4 BOTH JAMBS �II_I� 6 1. 1n u' 119 ENTRANCE '-0" IT 1' -0" - ALUM. C AAAUM 9 D I (FACTOY INSTALLLEDJ (FACTOY MSTALLLED) GYP. BD. SEE 1 gEN TRAN CE 6-0 x 1- 0" ALUM. G ALUM 9 EA. EA. KIGKPLATE OOR CLOSER PI014 STAT x TB 45 15234 x 105 META CORNERS PLUMB - WELD CORNERS PLUMB F � E ® " � EA. DOOR STOP 33155 x ImB 18 GA. PRESSED I8 GA PRESSED —. - - � �� METAL FRAME, M �� ''' EXTERIOR EXIT 3' -0 x l -0 H M. A ALUM 14 Q EA. PULL PLATE 400 4 x I6 1016 4 SQUARE, NO STOP 4 SQUARE, NO STOP PRESSED MTL. p2 (E) ENTRANCE (E) 32'-0 x 8-6' - - EXIST"' II ® DOOR NO3. 101, 112, 204 4 205 Im � . m 114ARPWARE 4 KICKPLATES BY DOOR MFR ' iiiiii DOOR I MOUNTING 'O Q3 [E) ENTRANCE !E) 20-0 x 8 6" - - EXIST 4 A II BRACKETS, FIELD DOOR - VERIFY O . 08 4 109 124 (E) EXTERIOR EXIT !E) 3-0" x 10" - - EXIST 10 INSTALLED INSTALLED HAND M 1.6 PR BUTTS TA2ll4 4 zx4 1016 O (E) EXTERIOR EXIT (E) 3' -0" x 1'-0" - - EXIST 0 0 12 S I EA LATCHSET 09010 03A 513 0 (E) TRACK POCK DOOR (E) 5' -0" x 8' -0" - STL. G � 13 LCN I EA. DOOR CLOSER 1451 STAT x TB fa 5� Iy DOOR ILNr� STOCK I� HEAD CONC. DOOR p Q 1 EA. DOOR STOP 431 ES x 10E3 S 0 OCK DOOR HEAD STOCK DOOR HEAe D @ CONC. _ DOOR JAM: (HEAD SD / ® (E)TRJCK DOCK DOOR (E) 1 -4" x 8'-0 - STL. G 5TL 13 5 I EA. KIGKPLATE 4810x34 x 1016 3" = 1' -0" (JAM: S�r✓I.) 3" • 1' -0" (JAI 6 SUlvl•) e 3" • 1' -0" pe. TRUCK DOCK DOOR 7 -4" x 8'-0" - STL. G 0 0 STL 13 ® DOOR N05. 110, III, 113, 114, 115, 115, 111, I 203 EXTEND (E)AnJ.:A'u CARPET DOOR VERIFY I'l /�� B II 2 E G7LINDER 594 0L 0 6116 HOOD AS REQ'D HAND ' !E) ENTRANCE (E) 16' -0" x 8' -6" - - EXIST II Q I EA. KICKPLATE 45 ImLON 1 EA. DOOR CLOSER 1013 STAT x TB TO COVER ENTIRE VINY L REDUCER 10):34 x 1016 (E) CONC. WALL PO gASEE 'ROPPE' 4 159 OR EQ. S MET. 11111 g ® EXTT 6' -0" x 1' -m" - FII'1 D FM 1 4A ® DOOR N08. 118, II9, < 120 (ENTRANCE PAIR) SEE COLOR TO MATCH CARPET 44 ®0 STOCK 3' -0" x 7' -0" I -3/4" SC A PM 8 SEE I /A3 FOR HARDWARE NOTES. BALANCE OF HARDWARE A LUMI NUM STOCK PM 6 I FURNISHED BY STOREFRONT ENTRANCE SUPPLIER SELF- SUPPORTING VCT ALUMINUM 1' -0" z 8' -0" - - F ROLLING COIL (,54(11-11.5 SADDLE - ® STOCK 10 DOOR NO. 124 (STOREFRONT DOOR W/ PANIC GUARD) DOOR W/ HOOD lQliEUa 1 000 KAUINEER "ENTARA XD" DOOR WITH CONCEALED ROD TENANT Elu �, (E) E ® MT (E) 3-0" x 1' -0" - HM EXIST . 12 LOCKING MECHANISM. SEE I /A3 FOR ADDITIONAL HARD- IMPROVEMENT D OC K PAD AS GdET - VGT TRANSITION � STOREFRONT SYSTEM PK WARE NOTES. NEW DOOR TO MATCH EXISTING ADJACENT DRAWINGS • . 'IRE AALAr2M (" 8 \ I ELEVATIONS, _ L DOOR TYPES ® DOOR NOS. 122, 123 4 201 O FLOOR TRANSDTOON O ,NTERDOR THRESHOLD I EXITING HARDWARE TO REMAIN. VERIFY WITH HOME 11 I II - 1 � 2 , 2 „ VSO LITE L 12 D OOR I N E4. EXIT DEVICE ECL -8010 W /COLLAR H CN SU S 11 I A3 N.T.S. 3" • 1' -0" EXPRESS. II CAULK ��� VISION LTE � E4XPRESS 11 I Imo' [BED ?BATH. HDUSEWARES.RHAS OVOS I • • PEEP -O 1/4" TEMP. FOR BEST CYLI DOOR GYP. BD. ■ r• 55. Ii ` EXTRUDED ALUM. - - i' l - - - (CLE B EA. CYLINDER - PI014 613 (5) BEAMS • a _ f LCN 1 EA. DOOR CLOSER PIOl4 STAT SILL, FINISH DARK 1 �l�' (N) EIFS SYSTEM, LOCATION OF 1111.5. CHANNEL FRAME, ■ 1= o� D- DR vIELUER (3) SIDES GAS? BRONZE ANOD. C I r.'.? SEE PET. 12 /Alm `. DR OPENING n P I SET CYLIN SEAL 555D-17 HEAD r t e './ HARDWARE D k a INtO WALL ALUM., SEE I /A3 :T m� _ Q I EA. DOOR STOP 11555 x 1013 PAVILION MALL FOR SPEC. L �- • i _ VERIFY EXISTING DOOR COMPLIES WITH 1 -HOUR RATING, 1 LOUVER WHERE REPLACE AS REQUIRED, MOUNTING ANGLE VCT ' ' ',r CAULK !! ANO ALUM. O R D © © ® DOOR N05. 126, 121 4 128 C r STOREFRONT I B 12 `EA. I PADLOCKS 1 41512 !MIN. 424x1/41 17798 SOUTH CENTER ' W/ A.B. a 24" 00. ■ < DOORS 5 1 �� SEE 9/A3 FOR ADDITIONAL NOTES. N PARKWAY IN?ERIOR II EXTERIOR 1 4 DOOR NO. 202 (PAIR -WITH MULLION) n4 . Ho. I g TUKW ILA I I -12" GAM RIS / - M 3 PR BUTTS TA2314 4 lOB NRP DOOR GUIDE ,� _ m I/ WIRE GL. / D 2 EA. ALARM EXIT DEVICE ECL -8010 W /COLLAR BY DOOR MFR. I I /e" MI I / 11 �_ I _ WASHINGTON ._._._,J FIN. FLR �r 9 `D // / �� - VISION LITE FOR BEU; CYLINDER 'FROMMELT' MODEL ,, 5, . - r - B 2 EA. CYLINDER 1E14 TP -93893 MBE FOAM FIT NOTE: MAINTAIN 5' -0" L. x\ // / WRAP- AROUND /' LCN 1 EA. DOOR CLOSER PI014 STAT --- DOCK PAD, BLACK -5 5' -0" W. (MIN.) LEVEL LANDING VP C Q * F w IMPACT WEAR / a: / / PANELS / P I SET SMOKE SEALS S8SD -20' 40 OZ. 'H £ YPALCN' W/ EA. SIDE o ALL DOORS { / `l Q 2 EA. DOOR STOPS IIBES x 1016 GUIDE STRIPS. MOUNT pp pp P!� OECC �e 0 ENTG' �l g� SECT�OS41 \/ I/2" FLOOR O CLEARANCE (NOTE: THIS GROUP REQUIRES MULLION TO OPERATE) JAMS HEAD PAD TO OVERLAP 0 S OLSLS SIDES W/ ARMOR PLEATS D O F ® ® DOOR NO. 202 (ALTERNATE PAIR- WITHOUT MULLION) (OMIT 5 BALER DOOR) HALF SIZE RJBBAIR 'POLY -KOR' W/ I/4" SHEET .TITLE PROVIDE 'FROMMELT' M 3 PR BUTTS TA2314 4 /�x4./z 10B NRP DOOR AND (E) LONG. SLAB POLYCARBONA?E LONGVIEW' ON GRADE '495' FACTORY- FINISHED (10" x 20 ") WINDOWS, BLACK D I EA. ALARM EXIT DEVICE EOL -5010 Rill — HOOD — — _ _ � -{ EXTERIOR INTERIOR FINISH. D 1 EA. STRIKE ECL -2425K HARDWARE _ I 'D (9)133" VISION D I EA. DOOR HOLDER DDH -2250 CYLINDERS -- LITER OR /a" 5 2 EA. CYLINDER 1E14 513 SCHEDULES ,. r \Nilo _ in SET ALUM. GLASS PLATES BY \ -I/4" TEMP. LON 2 EA. DOOR CLOSER PI014 STAT AND DETAILS ° D v". 4 MEMBER b— DR MFR - PL. GL. P I EAT SMOKE SEALS 58 81 X lO IN SEALANT • (CLEAR) Q 2 EA. DOOR STOPS IIBE x 10B DRAWN DATE Dypo d .. / I SEALANT ALH 810597 :1111 = ] VMC 1/11/95 U v ( ?A' " ? ". - HARDWARE MANUFACTURERS CHECKED PROJECT NO. I F I IA I ` I � 1 = +'' ' Y -"' 111-1 / ° ° "° '^ / 94054 IIf IIL IIL - U -jfj -III 1,2" CHAMFER G O NG. CU RB _ SLIDE BOLT MANUFACTURER ALTERNATE III -III ICI VI (SACK FIN.) EA. 910E (PAINT) W/ PADLOCK Clio OF t!T112 BUTTS MGKINNEY (M) HALER APPROVED FILE NAME 2' 6" / 6" BASE ,'� @ O APPROVED EXIT DEVICE 1•1/.L410,1 DETEX (D) NONE HX21D51 L 6x5xl /4" WELDED - - 2-1 COOKSON TYPE FC CHAIN OPERATED TSIT ,SvIGE VON DUPRIN (VD) NONE PLOT FILE NAME 'GENQUIP' AD66 MECHANICAL CHANNELS AT JAMB T Ind (N) GONG. SIDEWALK FIN. R m . ROLLING STEEL DOOR 22 GA. G.I. SLATS - PAINT EXTERIOR. WITHSTAND 20 PSF. AUG 1 7 19 LOCK/LATGHSET AS OW SCHLAGE (5) BEST BEST (5) OR ADAMS RITE NONE SILL EDGE -OF -DOCK LEVELER - 4 -1/2" SIMILAR DOORS FROM 'OVERHEAD' OR 20 ,000 LB. CAPACITY, 66" WIDE BUILDING DOOM N CLOSERS LGN 'CORNELL' ARE ACCEPTABLE. W/ 4x12xl3 RUBBER BUMPERS A.' - DOOR BOTTOMS PERKO (P) SHEET NUMBER STANDARD PIPE HANDLE 4 1 5A8" ,8 - -V2' a GENERAL• DOOR NOTES. ASTRAGAL, THFPSHOI D PEMKO (P) - crn GE SPRING- ASSISTED OPERATION - ' E - I. STANDARD IS GA STEEL FRAMES W/ (3) SILENCERS AND STANDARD STEEL DOORS W/ SMOKE SEALS PEMKO (P) - 1111 18 199 3 18 GA FACE SHEETS BY AMERICAN STEEL PRODUCTS, CESCO, OR FENESTRA. PREP FOR WEATHER SEALS PEMKO (P) - CEN COL DOOR _ /� CUR: p p lU, HARDWARE. PRIME PAINT. INTERIOR FRAMES MAY BE KD. DOOR STOPS QUALITY (Q) - e r��li W ®I=LDOWING C ®ULL ® ®OW CO NC. C�V r� ® �7OLS 2. PAINT GRADE WOOD FLUSH DOORS BY WEYERHAEUSER, GAL -WOOD OR ALGOMA HARD- KIGKPLATE QUALITY (Q) M , ® A3 1 -1R" • I' -0" BOARD -SKIN FACE. 3/8" UNDERCUT AT INTERIOR DOORS. 2 -YEAR GUARANTEE ON ALL KICKPLATE QUALITY (a) - WOOD DOORS. ` SHEET OF DV DOOR VIEWER PEEP -O (PO) I - I I I .I'rllrl(RI'i'I'i [1'I''rfl'r l'fp riIP(�p �f�+P RIIA TI }r i IIP I Itr. r &in, _ Itl FBI' -r I 11 ' «-.... ....,,.,-- ......., ...,.. ..,.... ., , ,...., .. _ .. -,. .,.., ,.., ... _._ ..__,. _ .. ... ". ...- _..._. i , P . • • FINISH MATERIAL SCHEDULE ® • FINISH MATERIAL 1 I�I 1I, -I x2 TRIM (PAINTED) 2 -I RO. = PAINT FINISH M�FARlANO/ SO IATES ® 1995 , xae R" ROOM WALLS CEILING REMARKS =an•ce re TA ilk 1x2 TRIM !PAINTED) 3/4" PLYWD. I I 1 2 2A 3A 4 4A U.. �• DIVIDER W/ �� F F @ F yy F F F s F F F® ' REC ISrE R P S Ix WOOD JAMB ME LAMINE FIN. � I 101 EMPLOYEE LOUNGE 5 II - NO• NAB P P 9 P P P P 4 P 9 P p 9 HEIGHT , .., AR !PAINTED) a BM 9 0 9 K H K B/H K B?H K 19 K • ©CID' 12 F 12 \ I A0 AROUND, `•� BM K H C H K BM K H K 00 00 (18) .R" PL7WD. 12 F 12 G 12 G 12 G - 15 H SiAiE0 A5NINCiO r•� EASE CORNERS ADJ. SHELVES 102 GENERAL OFFICE l 10 9 -0' i W/ MELAMINE F91. 9 ALUM. FRAM g 103 MOUNTING OFFICE l 10 9 -0' v € S _ � 104 MANAGER'S OFFICE '1 10 I2 B 12 12 G 12 _ B IS H 9.-0" 42100020 PROVIDE KEY LOCK - ® H K H K BM K H K K BEST °4513 �I m I_ �_� 105 ASST. MANAGER'S I . GR OFFICE 1 0 12 B _ IT - 12 12 C 15 H _ HICFARLAND�ASSOCIATES FOLIO BACK H K H K BM _ K B/H K K 9 0�� ©��® AaccAn o•GAEA GrA c JAMB (WEAD SIM.) � _ NM 12 G 12 G 12 C t2 B 15 H Q® - FRANCISCO RECESSED 106 HALL 5 II H K BM K BM K H K K 9 0 STANDARDS II IM� 12 G 3 12 C 12 B_ I5 H 101 CORRIDOR 5 II 9 -0" 000 3/4" F' LYWD. I_ I� � B K 12 BM K B/H K K III I2 12 12 12 17 I - vx mwusm en,i OM :Alma 3 I S Q L - I WINDOWS IN FRAME W/ - - 108 !E) WOMEN'S 6 6 H BM H H H (EJ 8 -0 O ®® " p - MELAMINE FINISH 12 12 12 12 12 3 109 (E) MEN'S 6 6 H BM H H H (9) 8 Q®® SELF EDGE PLAS. LAM. ;4 _ � C OUNTER SCRIBE EDGE < I - 3 .. 1 P 2 W D . TRIM, MATCH 0 • iii !E) TELEPHONE/MONITOR (9) (E) I.1 IBM I BM 2 H J EXII9T 0 ® PEGBOARD FROM 4' -0" ARP. TO 8' -0" AFF. . 4" ALL AROUND C q _ E3, CUT.BACKSPLASH AS REO D ADJACENT WALL HALL 9112E ©00® 112 STOCK ROOM 12 12 3 Il J OPEN To a ©I 1x2 WD. TRIM ONLY i l l M 2 8 ;412 H H B / /G S 0000 4 2x AROUND EDGE, CARRY ip WHEN CLEAR OF 113 STOCK R OOM " 2 2 8 H B G 3 12 H B M A Il J sotaRNC O Q I� I' -3" PLAS. LAM TO CO _ Gc. -WTER I- 114 STOCK ROOM 5 2 g 12 3 J2 12 I� J Tag. ix OFFICE HALL " 14 G H 11 SiRlci. 000® ALL III OFFICE COUNTER, CUT SPLASH 115 STOCK ROOM °4 2 8 12 A 12 SPLASH AS REQ'D 12/13 Il J OPEN TO c c Cc SS U ES : BM H N/J siRNCi. Om® 116 STOCK ROOM 5 2 8 12 12 A 12/13 11 J OPENTO SILL SECTION ELEVATION la. H B/H H/J stRUCt. DO® IIl STOCK ROOM "6 2 8 BM H H H 1, J sac °. 00® 0I DESCRIPTION I DATE ® PASS_THRIJ Oiv1AIL :OX 118 SALES 4 9 A/C/I A/I A F B A/I AC /I A 2/2 A1/2G4 C J eEE DEAN 00000 • A4 I6 J VARIES. 119 CHECKOUT 4 9 SEE SALES G SEE PLAN 00000 120 CHECKOUT 4 9 SEE SALES it J SEE P 0000® STUDS w IS O .G. " 121 CHECKOUT. 4 9 SEE SALES 16 J VARIES, C SEE PLAN 9000® PLAS. LAM. FINISH ® 36 20 20 _ 2 12 ii J OPEN To ALL EXPOSED SUR- _ 2x6 WOOD BLKG. ATTACHED D2 RECEIVING 2 8 C C C/14 B /GM strialct. 0000 FACES, SEE COLOR TO STUDS W/ 3" DRYWALL 123 (E) STAIR 21 22 12 20 2/20 20 16 J OPEN To 2 1 SCHEDULE FOR SCREWS. MIN. ATTACHMENT OF I� 2.4�� F, LYWOOD A/G C A/C C G sTRIct. SPEC. 9 4 PLACES AT STUD AND WOOD II I 11 " BACKBOARD - - aF _ m :r ,n BLOCKING. MOUNT BLOCKING _ in [11 FLUSH W/ FACE OF STUD. YYY��� = L *4 it ¢ , 9 2' •6" I ® DIAPER CHANGING STATION TO BE 32 .1 0 201 SALES 4 9 AAL A A/C /I A - G A/I A/G /I C J i xt++ rm 61 0 © ®® n PROVIDED BY G.G. INSTALLED r �� -, III"'••• CLR ' ix BY FIXTURE CONTRACTOR SEE TOILET ROOM ACCESSORIES SCHEDULE. ' FIN. FLR o 202 CHECKOUT 4 9 SEE 5ALE5 I6 H (E1GWD "Y m• C mFi]Vtm ©000® FIN. FLR p 4 H 12 1 - B/14 1 H /J I, J STT JJO . ©00® DIMS. BASED ON 'AVANT)' MODEL "BGS -v. 203 STOCK ROOM " 1 2 B OPEN To DA. ELEVATION 36. SECTION m 204 STOCK ROOM "8 2 8 H H BM El IS J MT 00000 NOTE: COMPLY W/ MC 3I05(c1)2. O J2. U ® TELEPHONE MOUNTING a DIAPER CHANGING STATION - IR" • r -0" /4" • ' -m" FINISH MATERIAL LEGEND FINISH MATERIAL 1 F I NOT REMARKS TENANT SELF EDGE - A. EVERY STUD AND THE GYPSUM BOARD, BOTH SIDES, 0 EXISTING CEILING GRID: PAINT SEMI - GLOWS, ALL SIDES, FLAW. LAM. t CONCRETE OR CONCRETE BLOCK EXPOSED EXTEND TO THE UNDERSIDE OF THE ROOF OR FLOOR TO MATCH COLOR OF ADJACENT WALLS. IMPROVEMENT 2 . CONCRE p W SEALER ON Ix4 CONT. 3. CONCRETE OR CONCR B LOCK, PAINTED ABOVE• ® CHAIN -LINK FENCE: PAINT SEMI-GLOSS, SEE INTERIOR DRAWINGS C ARD HOLDERS IN .I.GJ m 4 . VINYL CO TILE - SALES B. EVERY STUD AND THE GYPSUM BOARD, ONE 5112E COLOR SCHEDULE ITEM "6. 11 27 5. VINYL COMPOSITION TILE - OFFICE AREA ONLY, EXTEND TO THE UNDERSIDE OF THE ROOF OR I -I /8" PLYWOOD SURROUND 6. SHEET VINYL W/ 5" INTEGRAL COVE FLOOR ABOVE. WALL FINISH, ONE SIDE, EXTENDS TO O ONE GOAL SEALER ONE COAT PAINT AT CONCRETE E 111111111111111111 8. xl2 WOOD BASE (OMIT AT SHELVING) ROOF FLOOR ABOVE. WALL FINISH, BOTH FIDES, ® SALES FLOOR COLUMNS: PAINT SEMI- GL099, 6" • DV CONT. Ell-KG. _ (2) GANG � D P�LE P X T OU Et _ r 9 4 RUBBER COVE BASE E EXTENDS TO FINISH CEILING. RUBBER CARPET BASE. I SED =BATH= HOUSEWARES= RI [� W/ MELAMINE FINISH FINISH CEILING. (OR CONCRETE BLOCK) AND GYPSUM BOARD TO 12' -0" AT EXPOSED WALLS. °-:' 11 (DEDICATED LINE) - 0. 4 RUBBER CARPET BASE G EVERY STUD EXTENDS TO THE UNDERSIDE OF THE HOME P \ESS FlAMASNN08 o T CONDUIT THRI CLG. FOR 2. 5/8 GYPSUM OILED BOARD ROOMS) (TYPE X ®1 -HR CONST, y TYPE 'WR' TOILET R D.. STUDS AND WALL FINISHES EXTEND 70 THE FINISH 5 LAM. GRADE CABINETS W/PLASTIC LAM. COUNTERS. ® V=9H /n� Ifol RAIL IL 3/4' TA LINE PL YWOOD BACKBOARD \ 0 3. ALUMINUM STOREFRONT SYSTEM. CEILING OR AS DETAILED. O V i a ' W W /N 3/4" PL 4. PLASTIC LAMINATE © EXTEND ENV SALES FLOOR FINISH INTO STOCKROOM • W/ MELAMINE FINISH . 5. ACOUSTICAL TILE E. SEE INTERIOR ELEVATIONS, FLOOR CEILING PLANS AND CORRIDOR AT DOORS FROM SALES. PAVILION MALL 0 S. EXPOSED STRUCTURE, PAINTED FOR EXTENT OF FINISH MATERIALS. 1. EXPOSED STRUCTURE, UNPAINTED @ RUBBER TILE, TREADS, RISERS 4 STRINGER AT EXISTING 1 I e. 1,2 AC PLYWOOD. W/ CLEAR SEAL COAT F. GYPSUM BOARD OVER I-1/2" METAL FURRING STRIPS STAIR CONTRASTING STRIP SHALL OCCUR AT THE FIRST X O VER 5 /8." GYP. P. AND 1 -1R" URETHANE INSULATION AT CONCRETE OR TREAD AND THE TOP TREAD /LANDING OF EACH RUN (4 Q m p TIME CLOCK W - 9. 1/4" PEGBOARD OVER GYP. BD. FROM 17798 SOUTH CENTER GLARIDGE 5/e" 6 4' -0" APP. TO CEILING CONCRETE BLOCK WALL EXTENDS TO FINISH CEILING. TREADS TOTAL). SEE INTERIOR COLOR SCHEDULE FOR ALUMINUM SURROUND (N.IGJ 20. CHAIN -LINK FENCE ADDITIONAL NOTES. PARKWAY I' -0" G. NUMBER NOT USED. I /4" CORK FIN. FACE OF WALL B m FIN. FLR 0 FIN. FLR 21. RUBBER TREAD, RISER LANDING TILE - ® PROVIDE BLOCKING AND BACKING FOR ALL FIXTURES. ix 22. RUBBER STRINGER BASE H. SUSPENDED 24 x 48 x 5/8 FISSURED ACOUSTICAL TILE, GENERAL CONTRACTOR TO COORDINATE W/ FIXTURE IN- WEE PLAN FOR WIDTH 0 SQUARE EDGED, MANUFACTURED BY U.S. GYPSUM, ARM- SEALLER PROVIDE MIN. (3) ROWS 2x4 BLOCKING, CONT. TUK W IL A STRONG, OR CELOTEX. EXPOSED WIRE - SUPPORTED PER FIXTURE MFR. DETAILS 4 SPACING RMTS, CONT. FIN. FLR • GRID BY DONN, ARMSTRONG, OR CHICAGO METALLIC - OVER DOORS. PROVIDE (21 ROWS 2x4 BLOCKING WASHINGTON 1A. SECTION 10. EL PAINT FINISH I P 1 WHITE. SUBMIT SAMPLES FOR APPROVAL. ABOVE EXIT DOORS AT SALES AREA. Epp p p LLLLSi� /� CLOCK p plop �pqo A. INTERIOR GYPSUM BOARD AND PLASTER - FLAT BU I. GYPSUM BOARD CEILING ON FRAMING. O9 GYPSUM BOARD WALLS TO HAVE "EGGSHELL" FINISH. e TIN BOARD ® TIMES I� CLOCK MOUNTING BOARD AGRYPLEX 910 SEALER - 1_0 MIL., SUPER LATEX J. OPEN TO STRUCTURE. @ CARPET IS SHAW "SEA ISLAND ", 28OZ., DIRECT GLUED. FINISH - 15 MIL. SEE INTERIOR COLOR SCHEDULE FOR ADDITIONAL IN- I/4" 3/4" • I' -0" B. INTERIOR WOOD DOORS AND TRIM - SEMI -GLOSS K. MINERAL WOOL SOUND BATT INSULATION (MIN. 3 -I/2" FORMATION PROVIDE ROBERTS '12 -1124 T' METAL TRIM, FLO -COTE 985 UNDERCOAT - 10 MIL., ACRYPLEX THICK). MERCER VINYL REDUCERS AND ROBERTS GOLDEN 1650 LATEX ENAMEL - 15 MIL. TOUCH SEAMING HEAT TAPE. SHEET TITLE INTERIOR COLOR SCHEDULE C. INTERIOR PRE- PRIMED METAL - SEMI -GLOSS FLO -COTE 985 UNDERCOAT - 10 MIL., AGRYPLEX II EPOKOTE WE CLEAR SEALER AT STOCKROOM FLOOR FINISH 1650 LATEX ENAMEL -. 15 MIL. O (PAINT IS UNACCEPTABLE), AS MANUFACTURED BY D INTERIOR CONCRETE OR CONCRETE BLOCK - FLAT SCHEDULE I. PAINT - WALLS t SOFFITS AT SALES KELLY MOORE Q6 -36P 550 -III SOAPSTONE - FLAT PVA 521 BLOCK FILLER - B O MIL. ACRYPLEX 910 SONNEBORI 2. PAINT - STRICTURE AT BALLS EXPOSED KELLY MOORE Q6 -36P 550 -III SOAPSTONE - SEMI -GLOSS VINYL WALL SEALER - ID MIL., SUPER LATEX 550 12 EXISTING FINISHED TO REMAIN. PAINT AS NOTED. AND DETAILS 3. PAINT - ALL OTHER INTERIOR WALLS KELLY MOORE "14 FROST - SEMI -GLOSS FINISH - 15 MIL. E. INTERIOR CONCRETE BLOCK - SEMI -GLOSS 4. PAINT - CEILINGS 4 SOFFITS KELLY MOORE "I4 FROST - SEMI-GLOSS 13 SEE INTERIOR COLOR SCHEDULE FOR ADDITIONAL PVA 521 BLOCK FILLER - 12.0 MIL. AGRYPLEX 510 FINISH NOTES. DRAWN DATE 5. PAINT - .DOORS, FRAMES, COLUMNS KELLY MOORE 4 14 FROST ON Q6 -36P 550 -III - SEMI-GLOSS TO MATCH ADJACENT SURFACE 6. CHAIN -LINK FENCE KELLY MOORE BLACK - SEMI -GLOSS VINYL WALL SEALER - I.0 MIL., ACRYPLEX 1650 LATEX ENAMEL, IS MIL. VMG 1/Il/95 1, CARPETING SHAW 'SEA ISLAND' "43150 51LVERBARK F. INTERIOR TRANSPARENT STAIN - SATIN 8. SEAMLESS SHEET VINYL TARKETT 80 GAUGE 'COORDINATES' 51018 FOG GREY 1296 WATERBORNE CHECKED PROJECT NO. STAIN, AIN, 2164 EZ SAND QD SEALER CITY OF TUKWILA 9. VINYL COMPOSITION TILE - OFFICE AREA ARMSTRONG STANDARD COOL WHITE 94054 0. VINYL COMPOSITION TILE - SALES ARMSTRONG 'STONETEX' 52131 CRYSTAL PEACH SATIN KELTHANE 22 POLYURETHANE VARNISH APP 7 19 . G. INTERIOR CONCRETE - SEMI -GLOSS I. RIBBER BASE BUR 'BLACK' FLOCOTE 985 ENAMEL UNDERCOAT 15. MIL., ACRYPLEX AUG APPROVED FILE NAME 2 2. WAINSCOT MARL) _ITE FRP PANELS, 9P -100 WHITE, STANDARD PEBBLE TEXTURE .1650 LATEX SEMI-GLOSS ENAMEL - 15 MIL AS NOTE cir u HX2lFSl 3. TOILET PARTITIONS SANYMETAL °12 GREY H. INTERIOR WALLBOARD - SEMI -GLOSS 4. CHECKOUT RAILING ALVARADO POLISHED CHROME ACRYPLEX 910 VINYL WALL SEALER 10 MIL., ACRY- 5......c � ' BUILDING D J J11 L 1 A 199`. PLOT FILE NAME c 5. BULLETIN BOARDS SEE 6 /A4 PLEX 1550 LATEX SEMI -GLOSS ENAMEL - 15 MIL DM ION PERMIT CENTER 6. COUNTERTOPS, CHAIR RAIL WILSONART PLASTIC LAMINATE, °4590 -IS GREY MILLSTONE (CHROME FINISH STEEL LEGS I. INTERIOR WOOD -FLAT AT OFFICE) FLO -COTE 985 ENAMEL UNDERCOAT - "D 10 MIL, SUPER SHEET NUMBER 1. UPPER CABINETS 4 LOUNGE CABINETS WILSONART PLASTIC LAMINATE, - 321 -6 PEPPERDUST NERAL FINI SH NOTES, 8. SHELVING MELAMINE 'GREY' (70 MATCH ADJ. PLAS. LAM. WHERE OCCURS) LATEX 550 - 15 MIL GE I. KELLY MOORE PAINTS ARE SPECIFIED. OTHER MANUFACTURERS MAY BE SUBMITTED FOR APPROVAL. SECOND r Neo u 9. RUBBER TILE FLEXCO 'ASSURANCE PLUS' 12 "x12 ", "AE -3 MERIDIAN BONE - J. INTERIOR UNPRIM 2 I. PRIMER - GLOSS FINSH COAT IS REQUIRED IF COVERAGE IS INADEQUATE. 20. RUBBER TREAD FLEXCO 'ASS cm P n wI KEL -GUARD 1122 G.I. PRIMER KEL -GUARD 1150 n 1 8 N 1995 'ASSURANCE PLUS' TYPE 900, °AE -3 MERIDIAN BONE W/ "AE -5 RAISIN AT INSET ACRYLIC ENAMEL - 15 MIL in 21. RUBBER RISER FLEXCO 'ASSURANCE PLUS' TYPE RSR "AE -3 MERIDIAN BONE 2. EXTRA MATERIALS TO BE PROVIDED: (I) GALLON O F EACH TYPE AND COLOR PAINT, (I ) BOX OF FLOOR TILE, Pe MR CENTER 22. RUBBER STRINGER BASE FLEXCO 'ASSURANCE PLUS' TYPE STR "AE-3 MERIDIAN BONE (3) BOXES OF RUBBER EASE, (4) BOXES OF CEILING TILE. 3. SEE INTERIOR COLOR SCHEDULE FOR SPECIFICATIONS 4 ADDITIONAL NOTES. \ I l \ SHEET 6 OF 25 I .... 1 1 -. _.. I I . ,ttrmn ??1111 i nnrr : nrir rrr if rrn rn iTmiNtm mmrr ,n. Rrrl rrzrm ': rrn,n rtrrni m , I ' _... . -.- ..' P -, i MCFARLAND /ASSOCIATES @ 1 995 REGISTERED 7 ARCHITECT D / SigiEOiWOSHINGIO� 7 7 / / MCFARLA ANNI E OCIATES 9 ,D SAX B.CR UNRI c Z W © I - q w v4] F N ® Q SIM. INSIDE FACE OF (E) EXPOS D ` \,� LI MIT OF WO ■ . STUD FRAMING, FIELD VERIF \` • - - / ' Y� �A PROVIDE BLOCK NG AS REQ FOR DISPLAY IXTUREB, 1. - ."111F / SEE FIXTURE PL t VERIFY EXACT HEIGHTS (3) ROWS OF - BLOCKING AS REQ'D CHECKOUT I LOCATIONS WITH • E EXPRESS. WHERE FOR DISPLA FIXTURES SUPPORT I SS U ES / j Q 51M. 1 � ■ PER DETAIL, TYP URN. WITH HOME E - RE86 (E) GLAZING OC R5, PAINT INSIDE FACE OF • PERIMETER SALES WALLS SEE LIMIT OF WORC, TYP. ® ` ) GLAZING PER FIN SH SCHEDULE 4 FURR WALLS FIXTURE PLA t VERIFY HEIGHTS LII / AI DESCRIPTION I DATE FIXNRE BLO• KING TO BE • ENTIRE LENG H OF WAL I I �_ __ __■ ___ _. MN i CD illr / . STOCK , PAINT INSIDE FADE OF ® � CD FIRE RE E X T N G I A S } RS T Y P P /j , • FE-1 FIR? EXTINQUISHER BRACKET- MOUNTED N SEE FINISH SCHEDULE I/ ® 5 -LB. TYPE 2A -I0BC - 14 TOTAL (M.) (E) ELECTRICAL RM., 1 W - REQUIRED. MOUNT ON COLUMNS AND SEE ELECT. DIGS. I - - WALLS AS DIRECTED Sr HOME EXPRESS. FOR WORK IN THIS, - ' MAXIMUM DISTANCE TO NEAREST FIRE CONTRACT EXTINGUISHER SHALL BE 15 I� (3) ROWS • 2x BLOCKING AS REQ'D 14 • FE -2 FIB EXTINQUISHER BRACKET- MOUNTED STOCK! FOR DISP AY FIXTURES SUPPORT TYPE 2A -40BC - CV REQUIRED AT PERIME ER SALES WALLS, Tl'P. TELEPHONE/MONITOR ROOM. � SEE FIXN PLAN 1 VERIFY HEIGHTS _ = = WITH H•• . EXP�SS Il S EE ALSO GENER4L NOTE =S. , : _ _ _ . �� S �,^ 45 4I . t STAIR .. .• .. .. O -13---- / / ®SIM. _ 1IIIII STAIR - II I TENANT mi (E) STOREFRONT.' - LNG t GLAZING / // - IMPROVEMENT • THIS LoCATIO TO REMAIN UNPAINTED w� \ PAIN (E) CH • IN LINK DRAWINGS 7 / STA1- ENCLO'.URE 1 RAILI PER INISH SCHEDULE FIN. FLOOR = .0.00' � % , ` a PAINT (E) ROLL -UP GRILLE HOOD, SUPPORTS, SIDE CHANNEL FLOOR PLATES, 1 RELATED ITEMS -' R �' 1 • : � •. EXTEND SALES FLOOR HOME F4VP �ESS / (E) COLUMNS, PATCH FINISH (3' • 6') INTO 6'1 ,•, L C /� F RAE I FINISH SCHEDULE. CLEAN = - IEEE / /�� _ PAINT AS RECI D, SEE CORRIDOR SE II.H =HWSEWARES,PURI F AWGS NGS I AS REQ. TYP. • (3) LOC • TIONS. , . i FINISH SCHEDULE, TY / / I A ' / (N) W OF SECOND F /i t t ; ' // '09 PAVILION MALL (E) SOFFIT A VE // LINE OF 8EC0 • •.•- ABOVE 2 \ / ABOVE 4 1 ► ilL / CHE ®0117 ilk �, ,` pr � 17798 SOUTH CENTER / (El SLIDING W DOWS TO ll PAINT INSIDE ACE PARKWAY // / REMAIN UNPAI TED \ / ALL SALES FLOOR DISPLAY FIXTURES TUKWILA /� OF (E) GLAZI ■ PER i ARE N.I.C. SEE FIXTURE PLAN FOR FINISH SCHED LE // \ \ // LOCATIONS, TYP. 7 WASHINGTON /, ALIGN (N) WALL SHEET TITLE CHECKOUT W/ CE) WALL, TYP. 1 � PARTIAL _' 1 I PANT NEON - FIRST FLOOR FACE STocK, TTYP LNG 1 , PLAN -WEST SEE FINISH SCHEDULE - I �� I CITE OF TUKWILA PROVIDE BLO INS AS READ FOR DISPLAY FIXTURES, APPROVED STOCK SEE FIXTURE PL 4 VERIFY EXACT HEIR -HT8 4 L OCATION S I - I (N) FULL -HT. WALL 1 , • WITH HOME EXP SS. WHERE (E) GLAZI G OCCURS, PAINT AUG 1 7 199 DRAWN DATE • (N) LOCATION OF (E) SECUR INSIDE FACE OF GLAZING PER FINISH SC EDULE t FUPR I Ill _ - (2) ROWS 2•4 BLOC INS ABOVE EXPOSED AS NOTED DM,WL,VC,BP 1/I1/95 ROOM EQUIPMENT t ALARM WALLS PER DE • IL, TYP. U.ON. , STOREFRONT ENT - CE DOORS 4 GLAZING )_ PANELS, SEE ELECT. DIWGS.. ® BUILDING 0101.10,1 CHECKED PROJECT NO. PROVIDE PLYWOOD BACK! Q TYP. I AS REQ�D _ _ e - — — � —4 0 ® TYP. 54054 I IL 24 _,� -� . ®® g •� FILE , � APPROVED HX21PPIE _ t m °O i ®'®� ® ®� 1 I NI PLOT FILE NAME (N) ALUM. STOREFRONT HX2TFPI Q J © 1117 EXISTING o MATCH SEE ENTRANCE CANOPY FLOOR PLAN 4AI .A SHEET NUMBER EA-45.....0a140 NOTE: SEE TITLE SHEET Al FoR AND SITE PLAN Q FOR EXTERIOR WORK\ PARTIAL /�p LIMIT OF WORK, TYP. WALL LEGEND G WALL F RAMING INFO. SEE FINISH S CHEDULE gar ®Ir/fi1R'll 0 IAL FIRST FLOOR PLAN - �:1'ES cI; 5 WIU A 5 FOR W ALL TYPE INFO. 19 I/8" • = I' -0" 3A 3 ILA JUL 1 01995 NORTH B�RRD �„ AAA . ..___ ` SHEET 1 OF 25 , / 1 � 1 1' I 1 ? RI r'Y'fI IIIhlllrfifilTt l7fIT111 fITntlin Tnmil tr «f nTfll ffnrrl m ■ n7lil '..�... f '' U... .. I I • , . • • . \, . MCFARIAND /ASSOCIATES © 1995 ' 8 s 1 o C rara uo 7 '"` Q ® ® O 161,_3„ O O O O O O 12'_0" O O 24 20 20_0 24'_0" 24_0 24 24'_0" 24 ' A ' r R M C FARLAND / i F TR9LMNING W ALIGN (N) WALL TO = FLUSH L T — C"" Fl1HC1$ 0 8.111 1µ1s1 4.5415 W FACE OF SOFFIT A=OVE, TT [[���/ / P. __h-� -_ I _ ____ 4,27 � � U•'..- •• 0 - d A " II IJ a7J ARC Ii . FM Z'.' / J � . .... ./ / ALIGN (NI) WALL T. BE I MOT • / , I FLUSH W/ ADJACE T WALLS -J I 7)----• / i I (57 ROUIb OF 2x BLOCKING AS REO'D 1 � 1 (= V FOR DISPLAY FIX'URES SUPPORT STOCK T •,,, S S SUES . PERIMETER SA IS W a .�ALLS, SEE M 1 , J V LJ I LL LIMIT OF WORK, TYP. 1 FIXTURE PLAN 4 V0zRIFY HEIGHTS I /. 1 WITH HOME EXMRE 885, TYP. CI I A DESCRIPTION DATE G INSIDE FAGS GLAZING a STOCK, P. /! STOCK 0® I �STOC SHELVING /STORAGE I 'II �• r QI PLAN REVIEW a/ y n SEE FINISH SCHEDU RA ARE N.I.G. TTP. C> �� . COMMENTS I SEE IXTURE PLANS FOR _ - I LOC TIONS i , `� _ _ 8 TENANT DESIGN vDra I— -i r.=. CHANGES 1 , [ _ _ — (E)MECH. SHAFT I ' (E7 GLULAM COL I @ J I 1E = e T O REMAIN {LIMIT OF WORK, T7P. TO REMAIN 1 in 0 ) ELECT. RM, SEE 0 • • LEE i 1 9� CLOSE (E) OPENIN I° DUGS FOR E LECT. . TO MATCH 4 BE FLUSH CE) MECH. SHAFT I f W/ ADJACENT WALL q C � A�ppy p 31 / IN THIS CONTRACT TO REMAIN STOCK STOCK C II� a n /// -- I ® ® 1 OCT05995 i 6.111112 „'1 PAINT _ _ STOCK SHELVING /STORAGE 0 1 AS NWE04 !E) CHIN NK ENC FI: VC RACKS ARE N.I.C., TYP. BUILDING DIM N n - - - PE FINISH SC E, TY ADJACENT TENANT I SEE FIXTURE PLANS FOR I r — �• I AT ALL LOCATIONS IN SAL. • 1 NOT A PART LOCATIONS CHECKOUT MGR'S. I R i 202 iii _ _ 1 _ OFFICE 1 A \ 1� 1 r , 11� !E) MECH. SHAFT I qI p ® I 1 I ❑ TO REMAIN ❑ 0C41 I ;_.,_.......... ._...._.'._......__...__.....,_ I ASST. I \ 1 r' 1 1I MGR ( STOREFRONT FRAMING < Om F'ROVIDE lN) FLOORING AT 0� I itl� IGO I GL• -INN ® THIS OGATION STAIRS 4 LANDING PRO 1 ALIGN !N) WALL 4 FACE l��TTII I V II ' 1 TO - z ' AIN UNPJiNTED CONTRASTING STRIPE AT TO. OF (N) COLUMN FLRRING �I� III Aj • � � (9) ELECT. RM., SEE • DOT. T CAC Of 00T14 RUNS, I Fri I ELECT T I-II FoR SEE FINISH SCHEDULE I W ORK IN THIS 0 1 I I GENE CONTRACT r I ' PAINT CE) CHAIN LINK FENCE (N) CHAIN LINK - CE TO I HALL OFFICE 1 0� I ®' cr 4 - --lE7 TS. 8x8 TO PER FI SCHEDULE, TYP. - MATCH CE) ADJACENT, I I, I REMAIN, TYP. e, TENANT OPEN TO AT ALL LOCATIONS IN SALE' PAINT PER FINISH SCHEDULE BELOW I I I IMPROVEMENT / , I q II �— ____._._.._. I I a DRAWINGS '0--- � I s N _ T, 1 , u� COUN m NOTE: SEE TITLE SHEET Al OR LIMIT OF WORK, TYP. — //A u I I • ( 1 a WALL LEGEND 4 WALL FRA INN / • GO�IDOR I _ I � I 1 ❑ sIO EDo oppl)SEp/� SoF J,I 1 LIMIT OF UIORK, TYP. INFO. SEE FINISH SCHEDUL aA S 1A I I 1 I u� HOME I� C V f� C FOR WALL TYPE INFO. 117 L1L C/�f RxC.JJJJ e SECOND FLOOR PLAN 6 Mk, B sHWG8 I \r/ I W±_ JL L -1 4 4 1.1 ME i a NORTH' EMPLOYEE I I ; ` I II,■ { LOUNGE ■. PAVILION MALL it WOMEN TEL I i # T' ' °� `” I I ❑ �� 17798 SOUTH CENTER M ® (sT' r-' �I� I I PARKWAY I 1 111 I M L I JAN � R I e TUKWILA -411 ALIGN (N) WALL �I = � I I LIMIT OF WORK, TYP, n W/ CE) WALL, TYP. I WASHINGTON == BALER, SEE PLAN I/Al2 I REGaITG A � SIM. — I, A s 122 8'x8' 1 1 _ y �® CLOSE (El OPENING - -6 Hri _ SS SHEET TITLE TO MATCH 4 BE 3' FLUSH W/ ADJ. WALL SECOND FLOOR R ' DOOR AND HARDWARE SCHEDULE -- 1 1 111 1 _. a PLAN & PARTIAL FRAMES R ' v DOOR HARDWARE No Roots GPEM,NG5 E THICK MATY ryPE NE.a,.mP MAIL GROUP ® ( FIN FLR FIRST FLOOR 12 RECEIVING 8' -9'XB 0' STL G 91A] SPA SOL 3 � 9 , RECEIVING ] a'xI a 1.3/4 ' NM A 41a]sIM. PM 1s STOCK (E) CORRIDOR I l9 - _ ,_„ - PLAN — EAST NOT A PAR / T a331 I_ �~ ✓l� DRAWN DATE I HARDWARE GROUP 15 1 f ® 1 1 J v DM,WL,VG,BP 1/11/95 M 6UTT5 64 -1 /2X4- i/21o8 NRP I VD EA EXIT DEVICE 99ISL 31 ]AN _ CHECKED PROJECT NO. 1 4 6 EA. CYLINDER 1E74 313 =MI I 1 �� 0 LCN 1 EA. OR CLOSER 0I4 STAT 94054 / DP J G 1 EA. DOORSTOPS 1118ESX 1. % ( � APPROVED FILE NAME HX21PP1 I R ASH CHUTE 4 �. PLOT FILE NAME © cv (E) TRASH c. v e c n wu O PENING TO REMAIN / HX21FP2 MES, o R 5EP 22 i".9.5 "� A /✓.��, SHEET NUMBER PARTIAL FIRST FLOOR LOOR PLAN - EAST a D q NORTH SHEET 8 OF 25 l ` / '. rtniR HTnlnurti' mmlllmlunn7rnllnnumnirrinTlurrflD I ..tee rr�• r =*- - _.. I I ,. / \ / 1 MCFARLAND /ASSOCIATES ® 1995 O D C D O ® [� /MCFARL ND( w PROVIDE POWER FOR 6 'g - e "' v °v "' i (.ie) .m.m. (N) SIGN, SEE EL ECTRIGAL Q w DUGS. SIGN IS N.I.G. L m czz> , �iil_ REGISTERED ii I l ■1._�M�■_E_ =_iiI■�_��_III■C �� ° i / / I lli■�1_l��MIlli■ l`‘ LIMIT of Wo .. TYP. o M m.wM.e / .ml[ 7_____111 ■m��m �Q• III ■MM =■ir 111 ■� = =�1•III■II■1■ 111.= =1110 1 sureoxwuxi O _ i — = ' Z ._M INN ■C�� � _ .M% IIII ■ = =�■■L7111■�����III ■11■1■ == iii. l arrom ll E■■■E MEMMW . VIDE SEISMIC CEILING '/ �iC° � ► v �r�■ ►�rea.��A►�rinw7�oNIM mmm�111 B -- GING, TYP. THROUGHOUT 1�_ I I ' '� I 1f��iii• ' - !' ISSUES 6" •PE OF PROJECT, SEE ® rag 1 1 �I _ 1 I 1i�11111�011■ �iII11 I .I, /_'11� ■III' ■ ■,■ ■III' ■ ■■ ■ Ill ■ ■I �� ►�� ►111 ■ ►��I���I►�11 ■M�I ►�� ■111 I DESCRIPTION DATE LI IT OF WORK, TYP. — II— — I I— _II'■■■■ ■III'■ 1 ■■■1■I I ® TENANT DESIGN 9A3/96 9A3/96 — 1 .— 111 ■3S =�►t►�III■I►�_I►t_ ►!I ■I►t„,I,II ! ■r — — CHANGES '� 7� I � ■ 1 � �� _r••' 1 ___r ".'7____r..7____E7N—I =� 1_II L — _ - - — _ -1 -..1.- II = 1 = 1 I' 1J STOC . / = --- 41 I . � ) - Q ,I — _ - .It� �l I ►/- ►! =_ =� CITY OF TUKWIIA � IIII■ - F O 7 CEILING 4 A No ' � =^ -■- ■t_Il M _■1_111■ ► _ _f� L ►/ i_ APPROVED ®� ___' v 51� OCT 000 5 1995 AS Nu / /� RE � LE TE PL TES: / � � _mot__ ` 2. DUE REGL T COMPLY N ES UT ABLE ALL TO . ETC. O I I ■ ■ ■ ■I —_ - ► , BUILDING DIV�310N REQUIREMENTS, INCLUDING, BUT NOT LIMITED TO, CON- // = == L rl�= lA_�11� ■ 1 ■ - ■_ ■,'MIN • ■ =, ��mar - ■ ■ ■■� ■ 3. PA. SYSTEM, SOUND SYSTEM, AND SE TY SYSTEM CJRI ARE INSTAL A. VERIFI' WITH HOME EXPRES REQUIREMENTS 1 _-„_i►�i_►�' L �111■■i17i► /1 ____ m / 1 ■II�M ___ _ _ MII■I _ J _IM , ' 7�_ ,� ■II_ ■I■ ► IIII ►� LO ATION ATION. _I-_____`P _II ■_Im�� � — ""rIr_ ■II_I■I■ ©mlif_� �_ ___I_ itllb4lril� h!'�F�INNi11F■_ ■11_I■I■ _■�f_ 4. SEE FIXTU PLAN AND ELECTRICAL WINGS FOR STOCK LOCATION OF POWER POLES AND PL OLDS. � / P 1 -_ EM �IIII II ®1•11_111■ _II,■_ _ L� 1�/_I■■ .! r Of OR I STAI d1m__`___1-I_IHN-_I_ ____I�1a- Em. m ml_Im I _� �_EZ , * I�� _■ _I�____<IImum _ i ■■_____I = =_ ■ ■___ I r . mil //I_�Imll1'.■'1111 -_-_ =1_II II IM____ ■II� ■ ■ ■I 11imr1Ii 1 m ® __IMM■ ■___ I Im_►��7= li■■1 STAIR �►t_I►�_ ■II =M— I TENANT •— v_l - - -_�1 1 _I 1 .� ■II ■III■ ■ ■ ■■ ■■■ _ m %II_____Ill�i 2 / , I mml_____I: _I I ■ IMPROVEMENT 1_■ ■ DRAWINGS IM M ■■��■ MNiO lNE■■■■ ■■ ■ ■■■�O ■II ■■■��■ Millii1�■■■■■■�IN■ ■II _ 9� � ■ .11- = `�_G_� = ►�_ ► ti_►�_II IP _ = �=Vi � � j � �, {] - � _ = 1_ ■MIM � • 1 � M EA PRESS POWER FOR . I M •�yr IIiII ■■IIII■ ■IIII■■■■■■■ ____ I It EMII ■ ■ ■II„II1 I�� 111 ►�_I►� HOME CARES FINNOM0 (ND CHECKOUTS BELOW, TY I �� �� ■II�lT1'7�R' f'\/lr� - ►/_I ►�_ ►t11�� �_■ �� 1IIIIIIII ■II ■II s FJ :r. rr�r RaESS (N) SIGN. SEE ELECTRICAL ��_1111m1__�__ 111 ■_____ 111■ 11111____ I�. l! is _i�.i__=1�=_ ■I_ M ■IM__ _�I�=__ ■ I ■ S DIGS. SIGN ISN.I.c. • ■ l ► �_M=IMA1M►�_►M_M�' ILL► _ II=MI• IN1 ►M_'IMI_EMIM �=IM_FAIIM�A_ ■11_111 ■1.11■ ■Ml_I N) LIGHT FIXTURES r3) ■ mI�__1�____I______1_____NEMIENI 7 i9 + 1M__M__I___ ■11_11111 =____�11.____I■ _dl__1_____1______1111111_____I_ �331�_____I___ ■11_1.1 ■1 =_____1�____1_ SUSPENDED FROM ROOF ABOVE, MOUNT AT 10' -0" 11I+�i 1. - r �_ I�_ �_ �I_ �_ �_ ml_ �_ ___I� �� I�dir>.�I___=__I_=_ ■1_I■ I_ __=_�I___=_ PAVILION MALL DRAWINGS SEE ELECTRIC; .-• '__ u�i-___ ____111 ■___ 111■_ 111■ _____111■ =ii�iiii��iiiiii��_ ■ 1_011 111 ■m _�t_� X111 ■�� ,/ �/ • • i1 _ _I►t1_ ►t_■ / 4 ___� ii12S, 1��ig ssS�___ -1 s ■i � s 17798 SOUTH CENTER , a- m--_ �a■ 1_ ��___ �m_— ��- �IIIHiwa __t___m..1_I<I13lizol>%�m_ IIII //.___a2__�■•_It■Ia....u—�__mir =a1- T P p / d-- __ m..�___�.__ m___a-_1 .. - ...mu. .umss —la m_��__ . ee.. �- -.i. .-_ ,—!III1►��__�m__nll- ° 1 �I�W'�/1 fA __�\`___��__��___��__=_VL•�x∎∎∎ � ommoMII_mm7 % /__ =__�.��I�_� IMINEI■►•___E__.4_��MIii■ ,' Aim = __= = =.0.___mmiomm___ \ \mm■•m__ ..__ .rom______% I __ ==__ %I_ ■1 ■_11 ■__I /I_um__.7.. . / __ o___ l ►a__m___ra_om__reamE:r__m__ ,� h e ?1�,. 1a _m ___I!a__■I►.�■■_1•a�■_ag__ia_ 11■ WASHINGTON / , >a•_ _ mium ion_ _m=== =__a�._l�__m�a__1��__ \"r11 omi1nt7 liM �i_ga__■�__.Limm∎m_m_I._�_ II■ awt.__m.___m__hl_n._ka__m ___.a__ ___a.I.._m■Itl_■ p2.mm _w___m__mgi•__.i2__wa•_mm__mm �1� \�:__m.�__�:___��__� \__� ___►\__mO__ \�_m�_m/.I __-___I.I__mm__I.I __m-l�C��SI!1■ 4 __ \___� __ mm__\ \__m___\\__mm%I__m___%I__mm__I% ___m o r ...��1 mmwm•• ∎∎ rr.. r v ∎olork mm m�lmarmm .Nm ∎Ir ∎ ∎mmm ∎ r:tilmawr_'i ∎r, - 20 � --_\ 111 _. - _ ,— � _ —� CHECKOUT AW Y AF / _ P , I� I PARTIAL 1121 X1 FIRST FLOOR — �il�` ` ` ` ` ` / / / ° r r ∎ ° - '> 11 REFL. CEILING � A \ � 1 ��� � �� � � �� i_� �� y k ' _� _ PLAN - WEST NIT �� �� 1 L ��q �1 PAINT CE) ROOF ABO �I� ` _��-,'1I _- ,K� 0 ` SEE FINISH SGHED II — DRAWN DATE AIN A / DM,WL,VC,BP DATE 5 ` �\ CHECKED PROJECT NO. I I�I �� = II II 94054 I ii II - I I II I I . APPROVED ALE NAME (N) LIGHT STOCKROOM SUSPENDED (N) LIGHT FIXTURES ROOF ABOVESUS-ENDED' • • A I . G PLOT FILE NAME L I 7∎1 {{ I FROM ROOF, TYP. MOUNT MOUNT AT 14' -0" AFF., T P. ` HX2DGPI I SHEET NUMBER AN HIGH AS POSSIBLE SEE ELECTRICAL DUIGS I LINE OF (N) DISPLAY !! FFIXTURES BELOW, TYP. !N) VALANCE LIGHTING RAIN S SEE FIXTURE PLAN MOUNTED, TYP. AT HIGH BAY, 9 cev o SEE ELECTRICAL DI Q ® WS. S LIMIT OF WORK, TYP. r ARToaL FoRST COILING w a �� ® ®� ��������� �oN� ��a� - ��� 0 sE 2,215195 P 2 SEE FOR ENTRANCE ven. cervrrn CANOPY CEILING PLAN NORTH al SHEET 9 OF 25 ' l ! I I I 1rrrmmr111llumnnl ,,nnmmIIlu1NnR -- - u1n1n1inrtmtli lmrnlT "InlrRnnl i 1 / \ f \ MCFARLAND /ASSOCIATES © 7995 It omas iwa a mnr°'io 17 me m'urt D O G O 7 O M O 7 c /� MC�R� ND�ASSOCIATES : W (N) LIGHT FIXTURES AT U N PROVIDE SEISMIC CEILING STOCKROOM SUSPENDED W BRACING, TYP. THROUGHOU FROM FLOOR ABOVE, TYP. �j - e.,,' U's) iv.ee's SCOPE OF PROJECT SEE Q MOUNT AS HIGH AS POS- gam SIBLE, SEE ELECT. DWG � _ -• .. - -• �.. - e� - - - — — .. _ — — ° — — _ _ �� , ® ' REGISTERED ' mul / stn AAORM sRl !MO ■I■s■ ■•ii■ ■ ■■ MIl s.mi r zr ►.M1►. r►.11►.�ll1■ u I LIMIT OF I ■ITI ■■.■■ I i ■ ■■■■u■ bT� I � S S U ES WORK, TYP . / I _l�l "��.��._�. ►�mI�tm���II■ / / I I _ImiIw. r*�.tm___fi__I11■ I 0 DESCRIPTION DATE / STOCK ■ . i -��� r .. --f l___- -il� ,L PLAN REVIEW D ATE ® I QIma�� mm�m Imo JJJ COMMENTS _I�=t�Im==∎=11•�—I�._►m =1� I __ A TENANT DESIGN O I �===�— ���f,�M��l� PEN TO STRICT -\ 1 r---I - - I _ CHANGES ./ .sue -- 0'��� = = = =1� = =.i11. J { E`'� ■ 11.M � =R'-LIMMIII. LIMIT OF WORK, TYP.J I , � _i C - - -- I_ E����I■w� =r►_.W MIIIMI I .. I �I I - .. ' @ I I I I i CITY OF TUKWILA SEE ELECT. DUGS. TYP. OF (47 _ � _ _ _ PROVIDE POW ER FOR (N) 9I 5, SIGNS ARE NIA. ∎ ∎ ∎ ∎ ∎MO MI�� ∎��� I STOCK I I STOCK I 0 OCT D 5 IU95 ( �� t Bunn. DIYAION aliM_1■ = = = =- = =1/�Iiakiiii 1MI =a1 = =M1i11M ADJAGENE TENA T /. ' , il ■'�. -,',►.. �. OM I��. /VIII■ I NOT A PART MGR'S. _ - ■ ■ I OFFICE I � ■ 1 I ►• ' ►. ,— -4 I A59T ► ► _ ►. �— ►� a ►.' ►. I o �� 1■■" ■■HON 1 M 1 • ISEE tI - - , �� 1 ��� I (N) RECESS- MOUNTED !!!I1!' 1M I ■ 0 ' � ' '� ■ ' I I a '' �� I '•• . 1/ p .... /. . o►♦ � MIRS .■ 1/� ■1II11 I LIGHT FIXTURES A I I _ I = ,= 1 - SUSPENDED SCE ELEC 6. h'1I 1 I in= ■ ■■ ■ ■ ■ ■ ■ ■ ■'■ ■ ■ ■ ■ ■,II "" II GENERAL _ � -- _ _-W_NE_ _ _MIII■ I ` ' E N. O FFICE I _ OPEN TO� I -_ ■ ■ a - ma- - a - m • ,••••• �►.�►. ►.��1� _ ° 9'_0" ANN, SEE i�ll ■ m3 ° I TENANT �ama.IVOI���a� I0101m��.E. (N) GYP. P. CEILING 1♦ ♦ IMPROVEMENT \ BELOW I ----- MMIMEI-- M- ��MMMI,EM■IM MMIEM A■I■■I� -M= .111111 W' 1111 .`� I I I (N) LIGHT FIXTURES AT _______ _____���______�____MI_IEI��___M 1_ —_._y FIINIINA SCHEDULE U••�••��� DRAWINGS EN 11-___ - - - - -- _____ , IC0-- – -I )A _ �I'• FRO PLR . SUSPENDED fV -. ,'. _ \ �I� ,I „ ® I FROM A5 ABOVE, TYP 0 MOUNT A5 HIGH AS POS �✓ J � SIBLE, SEE ELEC. DWGB. ( (N) VALANCE LIGHTING MOUNTED TO 1 Y LIMI OF WORK, TYP (NJ SURFACE-MOUNTED ��� I I L _. {I �O LIMIT OF WOW, TYP. CEIL. GRID. SEE FIX U E PLAN AND 11 �?, LIGHT FIXTURES AT , 1 CD C ELECTRICAL DRAWINGS. EA c GTP. BC. CEILING, TYP. I ■I�V ■ ■ ■ ■ ■_ ■ ■I I s ` ✓�,_ -_ _..��,>�J SEE ELECTRICAL DWGS. ' ��/ r I HIV iMIE' EXIT RO SS C O RR I DOR II 1 b CC ®ND FLOOR REFLECTED D CEILING PLAN e LM ■timumm ■■1 OPEN TO STRUCT. BED = ®ATn wous€wAxES =trmras asl (N) SUSPENDED EN �CEILING 'II 1 ♦ 1 Oppli 2 1 SEE FINISH SCHEDULE 1 ,'� iII II � II �I"j I I (E) LIGHTS ® TOILET NORTH EMPLOYEE 1 • • 1 ROOMS / LOUNGE i��� JANITOR PAVILION MALL ��'�'I E W I I CLOSET TO REMAIN, U 1 ♦' OMEN CONDIt E E ELE FY' G DWG9 V �� '®" . TEL. ....l _ 19 17798 SOUTH CENTER MON I■ 4 (E) STAIRRIDOR I I PARKWAY (E7 LIGHTING ®iELJMON NOT A PART TO REMAIN, FIELD VERIFY , I JANITOR TUKWILA EXISTING CONDITION, v - - SEE ELECT. DWGS. - LIMIT OF WORK, TYP. WASHINGTON ( RECEIVING 1 I 7 L — f SHEET TITLE — — PARTIAL FIRST ! i I ) FLOOR - EAST/ SECOND FLOOR (E7 CORRIDOR REFL. CEILING STOCK I NOT A PART - 21 DRAWN DATE DM,WL,VC,BP 1/11/95 - - ( 1 ` CHECKED PROJECT N0. I 94054 (I )) 0 APPROVED FILE HX2T NAME PP2 PLOT FILE NAME HX21CP2 SHEET NUMBER ® G ECGLr CTC DD CEILING PLAN ® �G°�V�TIG°�L r�I�ST PL @O C AST B scP °z PEA A NORTH N rtc / \ SHEET 10 OF 25 / I I I I . irrifigrillii7A775FrFriliir IIIImIInlmlm ( YTPPI ' nIP1T1RgIIgnIim ArflT IT [1151 n1P11161 :. uw �s N / N MCFARLAND /ASSOCIATES ® 1995 0 MALL ENTRY ® O O ® O ® O c) O O INDIVIDUAL ILLUMINATE* LETTERS - R EGISiEREO t 1 SIGN CONTC R SEPAE MATCH All A ' I I — PROJECT LIMIT APPROVALS TOR PE TO r 1T6FROM APPLRATICABLE LINE f� /,..:;,--',/ 0 .T AGENCI 0- A - IGNS TY- SrRTEOrwasUiucro © ALIGN - - - -- - THIS CONTRACT. I [ ' • - ... - ' 1 -- ..I C�",I, .III�r�M\ D - D - \ \/ \//,,, \\ \999)_2 I . SIN FRANCISCO ,1 _ J: Es. FIN oV -) rfwP r r .� - - . - � c R� ND4ASSOCIATES ... LJ LJOLJ II LJLJ EKpl ss ... I (N\�,;. cE / (9) METAL ROOFING I BED °® ATWob ®IIS`RV /ARRS'oFURNiS` I - 1 (E) C METAL ROOFING N/H6EC SXOwr NP- i (N) e,I.fN F■NSH eve . i =ASCw I N) �t�s SIN we lam) c la �.,,II , WO)1>,.6816 ° - v .II / ® / - - I II (N) E.I.F. F INSi aV (�)PKaMwr -I` �i. I I II ®® 1--.R— , -C__ ENCLOSE (E) WINDOW E.IFS NEW DOORS (E) DOWNSPOUT RUN . PILASTERS, AND GLAZING 4 INSIDE (N) PILASTER 'I ISSUES ' C OPENINGS, E.IFS. TYP. ( SEE SHT. A3 4 DAYLIGHT • • (E) CURB /� II(�� - /� p ISSUE S FINISH, TYP PAW PARTIAL • EDGE OF PARKING A ENTRANCE CANOP DETAILS ( TYP OF 2) - SOU ELEVATION 0 DESCRIPTION DATE MY ® MoCIP-ICATIONS I°4,, LNNw SHEET - DRU. -TO VENT -22,1,9 SP ° — ® 1� Mr (e) PKM4ING v r sll ®(1 GE ®s•It IV PLY SHEATHIN O,c1aE5IVE. s_s: - I CA 1 II Fl 0 0 I CA 1 _— - :. /l s NSULATION POAKL7 - - 4. , aIS; Ff�E In I RAIN F-. MESH __—i FINISH (MATCH M< -- FIN ) I p LN? 'EC 7O'4 01 LASTEf . p f . r - DETAII— ler 31;1a (E) L PI - P0-LOW MFKS )NSYRUCirICJ FOB C .)ST11c -C A5 S U■SSTKA-1- PR19 — cnui � -71r711 '/ IMPROVEMENT FIX y a KIM WF3 DRAWINGS ` 3 .H - \v /ISO W . pi. M AC..( HINDI HnlAG19N L pxISH. — I 51DIN4n.11NL1.. 4�� T.Y:: MrKI -C(>, pncl✓' M(H). D ‘ -- . nerrlK HRdN V�/ I ( 'IKM�iHTEN BED BATH HOUSEWARES. I w � P ,�NT- (A) E.I INI / (N)VZ PLY SHFAYHI U HOME El PRIESS w r -IFItS � ) I', � \ • „ IM 1 \w ii,-E (E) Cnr PIEC, /�. �I MALL � �pO c s.NI I (N) E NTRANCE CANOPY BEY•ND. - (N) G oNi , V I Y - ' . I dab ser PAVILION ( S) PA NI'E yJau ' SEE SHEET AI0 FOR DETAIL IL r - 1 F w M �o(� I S► KIII , II NVM - RA - 4 A ° � 17798 SOUTH CENTER + y FIN15H - Ta REMAIN i - KBMWN(E)WD P (� s lo b PARKWAY (N E P. S. FN -tISH O VER 1 O IN FILL \VINRJV✓.pF�{ -F FaR. PREYAP,mYIaV _g 1 O(: L' �( ) i rn w �, E TUKWILA ' '..HI GYS'iM OVA 1 a• 6 fp `��” WASHINGTON 1111 SHEET TITLE 0,— ELEVATION I PARTIAL EAST � - - — (f.e..v�ee) I - ell ELEVATION - � WAw � I/5' = I' -0' CIA) C, H CVRPA e vILn51 pM- R , - DRAWN DATE oc AL � I coxG c.11€6 I JEC,BGP 10t5 / .I5 CHECKED PROJECT NO. C �? A \ -r ITY OF iUNWI 94054 �'J a f=t Pe-T I.. V G . l I L-- .- rG E--C71 OH APPROVED FILE NAME n WIioVEO 4 =I -. Er, „WAIL Al � ' OCT HX2lEE2 H, olms PLOT FILE NAME BUILDING aPT SHEET NO ;Fe? 07 041995 Ejl ® Al- PERMIT CENTER j tr:)age::) / \ SHEET II OF I / I 7PII/NniiiHifRligl7 rliY ;;f,ltfrlrnlllIII'Iffhnnuli lYrYf'1 ri' rinim rlrfrtrmtrilrmnmrliimin.a ' . .• ' ,'„m ... __. _ ... .' .... I I I :. / SEE 12/AI0 FOR TYP. HARDIPANEL REIN. (E) WALL CONSTRUCTION SEE I FOR PARAPET WALL © © © MCFARLANO /ASSOCIATaS © 1995 FIBER - CEMENT W/ (N) 2"x4" FRAM'G u xaw SUM. CONDITION EXTERIOR SIDING �.� "Om " e, 4 om T -I/1" 2-13 6" STUDS AS REQ'D. 3" 6 2 -1 /16" SEALANT, (E) MET. - - -- It � CONT. 2x BLOCKING TYPICAL 6' 13 6 �® CONT _.. - _- Q 3 3/4 p E91t3JTL3 � S 5/r6" P OLID BLOCKING , CONT. METAL FLASHING /4 f CONT. BEEP PARAPET _ all _ _ - _ •7 � (E m /`ems RED if O 3/4 1 RELIINISHENG METAL Oh I SEALANT, TYPICAL 2 -I ' L` 7 '5/1 -"0. DRIP, TYPICAL (VERIFY) /Ib /31 )METAL ROOF SYSTEM O W I�_.. T.O. 6'P(VERIFY) � p,EGi WA$N • /� ' FLASHING W/ SIDING 2- REGIS SLO ' GAP FLASHING _ WITH DRIP TYPICAL incieH 1 II W MET B FLASHING FLASHING SET IN a:- � {'Y1jII' W p • L � � �1 ►�i O. TIP. �"7 I )1 I '1 ' PLASTIC CEM. �r - V 'jIIR _ �" ,�, SET IN PLAST Ctl It=NT I .._� �� y ♦ , v 5F T. SEALANT 11 I ASPHALT SHINGLE - - -- ' �- 2`r' (E) WALL FINISH ��" I y 2 i ►� '. _ � ' �: MINERAL SURFACED ROLL , ROOFING SYSTEM - ���� 21 • 7 - � � PREFORMED DRIP Al ROLL ROOFING SET IN (VERIFY) T. ( N) PARA WALL AEI �'I i � PLASTIC CEMENT _ _ I2" EXT. GRADE' (E) 2 "x4" WOOD 1��II ( SEALANT TYP. •� 6LO GUTTER TO V v 1 MCFARLAND ASSOCIATES y� � `� PLYWD ROOF Al 28' -6" MATCH ( ) E) wE /PUIDNG 1 III 1 FRAM'G (vER) TYP. ' ;I 3/4 EXTERIOR 1 II' �„ • ASPHALT SHINGLE ROOPG I �� DECKING 0 1 REMOVE (E) PLAS. OPENING, I TO MATCH ( 1.� � � ';`� 9 3TEN W PWALt 11EE DET. I �' 'J `J ��.. SCREEN WALL II GRADE PLYWOOD !: Cpl OPE WAL ING ATYP. FOR TYP 0 AM I. HAEL ER- ROO JOIST, , ` Ili ►' I /f. REMOVE (E) MTL WALL CONST. � � I TRICT. � ' OVER (2) LAYERS SEE STRUCTURAL ��. ■ -"-// J. -.' .. &." ROOFING, SEE I == ROOF PLAN I DBL STUDS AS (N) METAL GU TER 15LB. BLDG. FELT 2r WOOD LEDGER (E) NET == REQ'D FOR /Eh Ala SEE STRUCTURAL (E) METAL G UTTER TYP. E.IFS. EXT. INSUL. ROOF (E) GLU -LAM BEAM HARDIPANEL ` (N) ASPHALT SHINGLE FINISH SYSTEM 5 -1/8" x 18" ATTACHMENT ROOFING NOTE: FLASHING AT RAKE SECTION — PLAN SECTION — SEE STRUCTURAL DRAWINGS 10 TOP OF (N) WALL 9 ASPHALT SHINGLE ROOF e ASPHALT SHINGLE ROOF e WALL AT QED PARAPET ® ENTRY PARTIAL ROOF PLAN FOR ADDITIONAL INFO. ON WALL, A10 1 -1/1" • T -0" • .i I -I/1" = I' -0" .. I -I/1" = I' -0" •� I -1/2" • 1' -0" •� ROOF AND SOFFIT SiRUG1URE. ISSUES 2 "x6" W _ D. FRAM'G 6T! JCT RA STRUTS, SEE �� C P E XT. SIDING °� WALLARAPET �® REMOVE (E) SEE STRUCTURAL SEAL PENETRATION DI DESCRIPTION DAIS MTL. ROOFING I'- " 3/4" EXT. GR WATERTIG At O I� _ 6" PLYWOOD HARDIPANEL, T. ' - " 28 -0 O O W EXT. SI NEL FIBER CLr WNT " \ EXT. SIDI NG E.IFS., EXT. INSUL. 1 -/4' - RAMSET EASTERNERS W/ NEOPRENE FACED I ' - AEI Ai FINISH SYSTEM o too!lo STAINLESS STEEL WASHERS, I2" O.C. 0 i I. CONT. 2x BLOCKING •� / +I EQ. EQ. E 9. EQ. , EQ. CONT. PLASTIC CEMENT (N) STORE WINDOW HEAD U sy� �! r� O SEALANT, TYPICAL CONT. METAL FLASHING WITH DRIP, TYP. UIE SI PROVIDE OLUER, N.I.C. .\ (N) ASPHALT (E) METAL- SHINGLE ROOF ROOFING 8' -6" APP. 10111 [,♦�I � 1 SEE 0 CONT. PLASTIC CEMENT ELECTRICAL 01 ��" ,\ -\' \' Q T O qqq O O �u� (E)METAL R SYSTEM . tV� ` I a_ . / �� (4) DOWN T IN SOFFIT, / / (N) E.IFS. ON ` UNDERSIDE OF SOFFIT �� � SEE ELECTRICAL 12' -6" AFF. 4 MIN. OVERLAP, TYP. - C� BEND UP (E) METAL ROOFING EXT. PLYWOOD `/ ∎∎ TO INSERT FLASHING, THEN REATTACH �, CONT. SOFIT VENT (9) •�� • - 5 -1 /8" x 18 "' ® I NET STEP FLASHING SET r�_/ t� , AEI (E) WD. DECK'G IN PLAS. CEM. CONT. SOFFIT • VENT V �� I II RANGE SECTION — (B METAL RO,�)F DOWNLIGHT � I ® ENTRY PARTIAL REFLECTED CEILING PLAN AI0 1-1/2" • I' -0" IN SOFFIT, SEE REMOVE (E7 ELEC. MTL. ROOFING Au ® TENANT SEE DETAIL� `9 -- - BEYOND STRUCTURAL DRAWINGS © 0 © IMPROVEMENT FOR WALL ���� FOR ADDITIONAL INFO. ON WALL, DRAWINGS 6 „ CONSTRUCTION NOTES -- © ROOF AND SOFFIT STRUCTURE. _'� CONT. PLASTIC GEM. AT ® III ® _ 1, - -/4 NEO ALL EXP. EDGES, TYP. PRENE FASTENERS W/ 1 ... -- ® i 6 - 40 1 }III ` 1`1 © J ETiui L o P SS �� ° S 11 ®® HI - I __ ® ® _1r « � CONr ET - � I II S M F ASHG 0 ENTRY CANOPY SECTION 22 ® -it ___11_ / CITY APPROVED IM .11. "��I_ --- W/ DRIP, TIP. AUG T 7 159 PAVILION MALL AS NWEUJ / METAL GUTTER 111111 Ili _ p � SEAL UTE EAL CUT E N DA9E FLASHING DS OF -- '_ BULLING DIVISION SN # 10 C® SLOPE, SEE 1/A10 STANDING SEAMS WATERTIGHT, TYPICAL ' 1779 SOUTH CENTER °!$ \ \ \ \ \7%/2 \ \ \ \ \ \�7%/// \ \ \ \.. 3' -0" 28'-0" SPEC. INFO, SEE (9) METAL ROOFING ∎∎ 4" WATER DAM INTEGRAL ? RASH AND ASH THIS SHEET. PARKWAY URN, SEE SPEC. INFO LAPS METAL GUTTER ∎� WITH METAL GUTTER - i © THIS SHEET (9) GONG. WALKWAY TUK W IL A NNISMFM w I \ HARDIPANEL FIBER WA PARAPE ' (E) PLANTER (E) GLU -LAM BEAM CEMENT EXT. SIDING WALL (9) CONC. CURB WASHINGTON 5 -1/8" x 18" (VERIFY) - - OPENING AT GUTTER N7 STORE ® ENTRY PARTIAL FLOOR PLAN 2 Or _ A10 I -1/2" • 1' -0" bSIGNAG (EROOFINAL •• 1/9" • 1' -0" POWER SEE ELECTRICAL V - (N) E.IFS. EXT. �N O ILLUMINATED O K INSULATED FINISH CEMENT EXT. SIDING ANEL FIBER - METAL GUTTER SET IN SYSTEM SHEET TITLE ASPHALT SHINGLE ROOFING CEMENT PLASTIC CEMENT - LETTERS, SIGN IS SYSTEM WITH 151b ASPHALT ' N.I.C, PROVIDE POWER 1 FELT UNDER_AYMENt ENTRANCE CONT. METAL FLASHING WITH THIS CONTRACT, m 1 •0 SEE ELEC. AND DETAILS METAL BASE FLASHING / DRIP AT PANEL EDGE, TYP. 5 1/ \ PARAPET CANOPY PLANS SET IN PLASTIC CEMENT -' I// NEOPRENE FASTENERS WITH © -/ TRASH RECEPTACLES - \ 28' -6" AFF, ITV NEOPRENE FACED STAINLESS CONTINUE THRU OPENING � � � � AND ASH uRNS: - - - STEEL WASHERS, 12 O.C. IF DURA ART STONE, T ,, j ���'/��� �),/(J I�7 ( \��( \�� \ \ (E) METAL ROOFING SYSTEM 9 I (510 7 191 -9980, MODEL NO. O IJ LJOtti LJ O 1 2ESS DRAWN DATE 4. jy/J� SEAL EDGE IN PLASTIC GEM. :r TR -D ROUND TRASH kr s o k -4. ,_ ib N OTE: SEAL CUT ENDS OF 11 RECEPTACLE W/ AU -D I MD I WL,EF,JC,VC 1/11/95 CHECKED PROJECT NO. �l` f pP STANDING SEAMS WATERtIGNt, N ROUND ASH URN. 'TAN 3/4 EXTERIOR GRAPE ` /� E t TYPICAL All 'I SAND- BL N115H. PLYWOOD ROOF DECKING 4q 1 � f ~ SOFFIT 84054 `� 9 (9) WOOD DECKING O Q 12 -6' AFF. 2x ROOF ST RUCTURAL JOIST i� - BEYOND CALIFORNIA PRE -CAST, EGE' EQ . APPROVED FILE NAME EE ST , 4" WATER DAM INTEGRAL WITH _ DOOR HEAD HXTICDI S l (619) 443 -3863 MAY BE r1r . S /� METAL G UT TER / ,� ° e - 6 AFF. c / \��, m O MAY SUBSTITUTE. STI PROPOSED AS ' " PLOT FILE NAME (E7 WOOD DECKING a/ P- (E) 4 "x16" WOOD PURLIN WITH 5 A C- IN -33-R MODEL NOS _ ` ��y i /. I b (E) PILASTER, WITHIN (N) SISTERED 4 "x16" PURLIN, A11 TRC- 18- 33 -RD -S 6 ,O IG • ` p % �' I � (N) PILASTER, BOTH SEE STRUCTURAL _ _ CU- 12- 24 -RD - . / '� 1 ",, . '' AIDlb FIN. FLOOR ORE RACK, I �� 0' - o' AFF.' SHEET NUMBER REMOVE (E) METAL 1 COLUMBIA- CASCADE CO. (N) STOREFRONT, SEE ROOFING SYSTEM I 'CYCLOO 11 2110 -1 -G 3 A A A RIBBON RACK CO. n R co GUTTER AT ROOF VALLEY O ENTRY CANOPY SIDE ELEVATION e ENTRY PARTIA ELEVATION PAIN _ "11 " � 95 A 1 13 VALLEY CANOPY IRIS 01 -I -G a PAIN COLORS TO BE SELECTED At0 I -12" I' -0" - I/4" I' -0" - I /8" . I' -0" BY HOME EXPRESS .1111. I 1995 PE ' ' "'RHEET 12 OF 25 , � _.._ I _._ I 'FlTTI1TiilrtlninNln7- m fftl rlrtlllllhnllTNrillnnmflTntirti (Irnlmnrru rnifflmhrinttmnnirn rinmin I — = �,_. ... ;..: . I i '_... _..... ', e 1 / - Q MIRROR IMAGE o MCFARLAND /ASSOCIATES © 1995 COL. LINE 'K' CUT (E) CEDAR SIDING STRAIGHT m ,,,Ar. BEND WEB AND TACK FLANGE CONT. SEALANT AT NEW OINT 2' -0" 6" ewem cwmn a me,no.:rn. r ' 4" AND ATTACH TO UNDERSIDE OF FLOOR OR ROOF STRICTURE =_ (E) COL ' MR • CL ANGLE) - PROVIDE 22 GA r _ 11111b, OF / III! � `► NO. 12 GA VERTICAL HANGER I L & Q O L �xisorwASx xCa ' uxo x. • EVE 4'-O " O.C. r-02= - — - - - L BEFO F I REMOVE (E) EQUI CEDRED AR _ 4 -NO. 12 GA. WIRES SECURED !E) WOOD FRAME , L : 4� 1` _ / � WITHIN 2" OF GROSS RUNNER STOREFRONT ' > SIDING A9 R SEE DETAIL FOR /MCFARL ASSOCIATES /I INTERSECTION AND SPLAYED GLAZING SYSTEM TYPICAL WALL c nA A wwxc SO FRC7M E ACH OTHER ®45x © .� CONSTRUCTION sw FRANCISCO A11.101.' MAX. ANGLE FROM RU PLANE OF (E) WALL CONSTRICTION I � CEILING. MAXIMUM SPADING CEDAR LAP SIDING — �� m ` • 12 -O' O.G. IN EACH DIRECTION 12" PLYWOOD SHEATHING (STRUCTURAL COLUMN) m ��. !T0 I E - O CAULKG ✓� ® n" x 25 GA, MTL. STUD s ° +�g. . COMPRESS ION AM EACH = LATERAL BRACE. E. MA MAXIMUM TOOT END STUD LENGTH = 9' -0 ". CONCRETE URB TO FIT OVER R B RUNNER BELOW SCREW TO MAIN RUNNER O SIM TYP. LATERAL :RACING @ CED UNG PLAN SECTION — WALL AT ACED STOREFRONT NOT TO SCALE BRACING SHALL CONFORM TO IGBO 4011 ISSUES G.G. TO PROVIDE NECESSARY CONNECTIONS Q D DESCRIPTION DATE FOR OWNER SUPPLIED SATELLITE DISH e WEATHERHEAD W/ I" CONDUIT. FLASH 1 SEAL • ALL ROOF PENETRATIONS. TOTAL DEAD 2 "x4" WOOD FRAMING LOAD INCLUDING DISH 4 BALLAST: 100 -300 LB$ (N) 5/8" GYPSUM BOARD, (_) A .)W- PAINT ^MAIM 1mmr 2 (9) WALL CONSTRUCTION r I g i 3 � ��-° '+�?°E SEE DETAIL BALLAST INSTALL AND SEAL V�1 (4.1A.) WEATHERHEAD REMOVE (E) CEDAR �1II\ SIDING AS REQUIRED Edi CONCRETE CURB ;r FOR SEE DETAIL FOR ��� r3� BELOW m JI TYPICAL WALL ■�i? Q CONSTRUCTION 1 WaY PE TO FAGS OF NETRATE ROOF MEMBRANE 2 "x4" WOOD FRAMING A PILASTER WITH I" CONDUIT THIS SIDE ONLY� • NOTE: CONFIRM EXACT LOCATION W/ HOME EXPRESS 8 SATELLITE DISH (N.I"Ci 2 PLAN DETAIL — `,' /ALL DETAIL All N.TS. AI2 1 -12" = I' -0" TENANT CO IMPROVEMENT DRAWINGS mit ./4 1-1/2" EXTRUDED -1/1111111a11-1 " RED LETTERS ON POLYSTYRENE RIGID ' -1/4' EXPANDED POLYSTYRENE RIGID INSULATION BOARD DM D �® FIBERGLASS WHITE BACKGROUND INSULATION BOARD - � III FIBERGLASS REINFORCING HOME E�M RES5 I - f WHITE LETTERS ON REINFORCING MESH • F i MESH I BED "BATH NOUSEWARES.FUU8SH9l08 COMING SO SLACK BACKGROUND , tl ► � N 7 I BASE AND FINISH COATS Ilk al 111 _ J a i , BASE AND FINISH COATS RED LETTERS CW - - 1 WHITE BACKGR 3/4" PLYWD. SHEATHING >'� L 3 /4 ".DFPA MED. DENSITY CONCRETE III `�� 131kIilll COLRUMW RAL iIf ' ` n I PAVILION MALL 1 III .4 `-; 17798 SOUTH CENTER m I METAL TIES, `DIMENSION REFERENCE: NOTE: VERIFY LOCATION W/ HOME EXPRESS. ` w - - 12 O.G. II�� / PLAN DIMENSIONS TO PARKWAY SIGN SHALL COMPLY W/ LOCAL ORDINANCES. r FACE OF WALL TUK W ILA OBTAIN LOGO STYLE FROM HOME EXPRESS. CAULKING 2 -1/4" TEM PORARY SIGN ELEVATION TYPICAL 'A/ALL EASE TYPICAL E.I.F.S, REVEAL WASHINGTON 1/4 = I'- 0 " -12" = I' -0" HALF SIZE 1 Rr a _ 114 E4WnnI4 m priI%nrNnlv`/.rlbH'�JbTR 'GO" _ L*4 c 9,../i SHEET TITLE PkOVIDEFIREBLOCKINCATCONCE4LED ' �i l SPACES OF "OD WALLS ORFURRA'G �1', 6'c"( , , 2.r4 r=K4nml ( ATIw -FOOT INTERVALS BOTH .... 3 (Hers H L)HI/IL. DETAILS _ (3) CONT. 2x4 FLAT VERTICAL AND HORIZONTAL y(�'. p (TOP, MID. 4 SOT.) W79,!-1•1 W79,!-1•1 L _l, C1 , "R SF- RE 0 xl 'E`4 l -...1 W x' (OI.L.) DRAWN DATE DRILL V8" m HOLE TH C nl e. RU . toss nurlc Plru FA46 r - r , F OF TRASH RECEPTJA9H URN UN F'MEU M WL ' E ,JG,BP 1/17/95 (3) 4x10 POSTS I 3/4 "D BOLT SET IN DRILLED _ _ _ _ _ CHECKED PROJECT NO. ® 4' -0" 0.0. 4 HOLE 4 FILL W/ DRY -PACK l AUG 17 1995 94054 �q —_ _ I___ __ IHOEU __ _ APPROVED FILE NAME IyIII _ ®® I BUILDING AS DIVISION 1-1X1-10171 l8 o CONC. 'pA�_ N I r PLOT FILE NAME " - FXiERL_ /_Ma -i- 1 (e) F..045 CF- 0 , �/ aw I F Y =4 aLaKinK Zr<t CG TIC I DRILL 2 "0 HOLE TFIRU GONG SLAB SHEET NUMBER NOTE: VERIFY LOCATION IN FIELD W/ HOME EXPRESS uzn'�5 crnxs crninrwax 10 TEPORARY SIGN SECTION 40 TRASH /ASIA URN ANCHOR - 0 FOXTURE SUPPORT FRAMING "xxlr `''r`B q11 M All 1/4" • ( -0" N.TS. 1-1 To 5 ,C - ALA `_ , ` SHEET 13 OF 25 l I I _ I I I fOY9 FITTi IF17'Ng7Wlr'fnl7rrgnlln q,5�1T1T irrrII1I'I TrI „ c :.=.r ,c I I I ® .. ©T 995 ` ' �• T+uND /ASSac1ATES Mc FA • • ,. ' ems - • dC MEacx —.. -- s — _ _ - - - _ a3 REGISTERED o - z — . ' I I IMIIIIIIIN - - -- sell .. OPEN SHELVING \ . �I�N -ARC ipo (EC FOR . / / . ® ®, ®® POWER CORDTS 4 (3 IN W CO B A O X LINES Q wux ernx I se___ ! __ MN= ( I) TO MONITOR VERIFY EXACT O JI69LL 2 i9 LL3 S - SEE ELECTRIC DRAWINGS MCFA N I N ING C AYES SW (2) 4x EB / cmxc/Awml c GENE S AL OFFICE 11 - I/2" 5 I 2" P. e - swm wn' r(410 MAGI. CABINET, SEE • P -0" 1/4 PROVIDE OUTLET PRE -FAB COAL RACK, - NOTEB ON PLAN � • • 60" W/ enr I T SEE PLAN FOR NOTES 22" STOCK 4 2 lap sr .,. CONDUIT STUBBED VP . IM SIM. YE CEILING - COAT H OOK. Cl.) 2x4 B.B ®• — ABO CEIL —� I . :. p — I SAFE. ® ®� rT-,--,-,---.-F � r M -,S (3) 2x4 S. al IIIII 1 1- r T -1_r 1 9 I. 2'JZI ASSISTANT _ .0 r --- -',,I I 9 ® f1 -F+ . -F� BOUND WALL. MANAGER b FJ_L1 Li SEE FINISH 1 — I n ==.--,......,..--,..--., SCHEDULE, I IA I 9 ISSUES � ����f._.f�� � _ TYP. ��_ _ lUALLA II II a �o�� 9 0 UND R COUNTER (2) 2x4 O BB WALL 3 LOCKERS, N.IO ■■ NOTE: OUTLETS AT O DESCRIPTION - ATE LIGHT MAILBOX Il- ■ ■ ■■■I 4 -6" .15' NP„ DAN, m PLAN REVIEW OFFICE (COUNTING) Ef ✓1PLOYEE LOUNGE sEE� ®■■ coMMENTS ' e■ ■� I{{ d OFFICE Kd GE NERAL. .. 4 -0 BB. BREEN f : (2). 6' -0" B.B. 1 ' ■ ■,r , Lai I I OPEN SHELVING :0 s INTERVOI ; ELEVATIONS 1 iT ■ ■�� �� GRalrDT AT CON TD AUG 19 "1995 AO ' - - . ■ ■ ■II. - � COUNTER I 2 -In" DIA„ TY • P. TIMECLOCK, . MEM i i� TYP. MCFARANxISSSULIa _ SEE � :!1,q 8 IE I ■■ 9' -0 NOTE: PROVIDE PRINTER � h I�■Ig:aIl1 . 3) 2x4 S. SLOT AT COUNTER VERIFY SIZE I AND LOCATION WITH I PASS-THrd1 WOW, -- 1.11111.11.4 . IS" .41. HOME EXPRESS NOTES" ■� ■�� � 2).x4B8. _`I 0 IT" -19" TO TOP OF SEAT © WRAP HOT WATER AND THE AMERICANS WITH DISABILITIES .A (AD.) SEE ■■■ - �� �,■� - FURR WALLS AT OFFICES ADJ. CITY OF TURIN/ LA WASTE LINES. NO SHARP REGULATIONS GOVERNING THESE REQUIREMENTS I■ ■G■ G� .`ei TO EXT. CONC, WALL, SEE FINISH APPROVED ® 33" TO CE C I -I/2" DIA OR ABRASIVE SURFACES ARE IN THE PROCESS OF RE VERI SE■■■ -- - SCHEDULE NOTES. 1 4m" MAx TO BOTTOM REQUIREMENTS , ■ - E) ELOC r SEP -0 5 1995 ® 12" MAX TO C OF TOILET 0 HOME EXP GRAB BARS (I) 36" LONG UNDER LAVATORY. REQUIMENTS 4T THE TIME OF INSTALLATION. DOOR BUZZER Imo■ � n GRAB BAR • EAR (U 42" ATE) COUNTI G 0 FULL - HT. 3 -0" W. x STOCK fl MIRROR AS NOTED // LANG GRAB BAR • SIDE O ALL CONTROLS SHALL NOT REQUIRE OF MROR TWISTING, GRASPING OR PINCHING OF 18 SAFE, VERIFY WItH 2' -0 D. LOCKABLE =9 I2 BUILDING DIVISION O PAPER HOLDER ® 18" MIN. (E) -THE WRIST 4 SHALL REQUIRE A FORCE ESS l2) 2x4 BB. CABINET W/ ADJ. .n SHELVES, FLAG.. NO GREATER THAN 5 LBS. TO OPERATE. 4 34" MAX O9 24" MIN i I , LAM. FI NISH O ALL ACCESSORIES SHALL HAVE \ n� ,ma- d E O5 29" MIN OPERABLE PARTS NOT MORE THAN a ■� ] 1S EXT SALES ■`q•••••■," FLOOR FINISH 35 S � � �F� ■w�y�.im►wari.�sttt0■. a INTO CORRIDOR , is. ■YI6 ■■111 ■■■aar.tiM, G BPANJER ACS RI - N ��r \ \�� F! �!}�Ii, ■ ■ ■ ■■ ■1.i ■ - COUNTER AND WALL, WHEE j r WALL, BRAILLE) • MEN'OOM ;;L:: W/ SI9 RS SPANJER' AG6 RI -6 N � ■►I■EII. �©' ■ ■ °..REEF 9 O !4 BRAILLE) • WOTROOM OR / — ■ ■ ■ ■ ■L� ■/ ■N tZ, _ IMPROVEMENT _ 1111 ■_ - 1. DRAWINGS FLUSH VALVE I:lI r e - AND (2) 1rz' cW a — 1 2 ❑ H. O 4 O \ 9 AND 2) 1 POWER I411 ■6•L ■ 'SIT ■ �' ■ ■ ■■iI ■ ! �i� a LINES TO O ® T 1 e O Q \ FLR :' i` ■ l " MODIFY (E) TOILET (1) 3' -0" BB. I�Li ■IVO■ ■1.111■■ ■ ■N ■ ■ ■ SEATS TO COMPLY 0 FRONT SIDE Ei FRCNT - ' - ■'I'■ ■1 ■ ■ ■` EXZSME I[ ..' ■ WITH ADA EQMTS., WATER CLOSET LAVATOR7 20"x60 MIRROR 11■I1MQi11 11 ■ ■ ■ ■ ■ ■LMOIMAI ■■� - SEE e3 TYP. OF (2) HOME �- 1 ■■ ■ ■ ■ ■ ■ ■ ■■ ■■L ■ SD■■ 1�,1 HOME E RES . RO ESS 'EMCO' -m" +: i1. ■■■ ■i1g i!EY�i--.L3t■■�p ■ ,1 I em�BAM =nnusEWA 9 Pt�nsrxl+sl pp -rop ��aa S �a - / LONG COAT ROCK ! ■■■■■ i+''T�i ■ MI " ii1=r� N4TF: RELOCATE V51Ea�TR ® ®`.'1 A a�TAN ®A� � '—^ (E) TOILET ROOM Ai , '�� \1111 ■ ■ ■ ■m, ■ ■ ■ ■ ■ ■ ■ ■� ACCESSORIES A5 . ■■N, ■■■■ ■QM511'la ffl■ ■■ ® " RECTO. TO COMPLY CABINETRY NOTES:. _ • 1 ' ■ .1111.,■ ■■ ■ ■ ■ ■EI• SEE ADATEOAT EA PAVILION MALL 1 . ■■ ■ ■ ■■ ■■ an TOILET CONSTRICTION, E WOODWORK INSTITUTE OF CALIFORNIA ■.■■■■I■■■ ■I � I. PROVIDE ALL CABINETS OF FLUSH OVERLAY M ■'21 ■ ■ ■E �' I"U €I 2. CAB�I 'ECONOMY' ND CA HARDWARE: _ x I r. r _- I� @ 17798 SOUTH CENTER H INGES - STANLEY 1584 2 -Irz" x 3/4 ", 622. 1 PULLS - HC 160 (NC 60), BLACK NYLON. 14' (E) STAI CATCHES - STANLEY 41, 525. GLR \ TEL 1111 � I ►- (E) MOP SINK 4 WATER HEATER PARKWAY BL E$TANDARDb CESSED MON. ` — UP I' p - AS BE CANED (REFURBISHED TUKWILA SHELF STANDARDS AND SUPPORTS - KNAP'E ! 12" U4NITOR A5 EQ'D FIELD VERIFY vOGT 255 4 256. 3/4" PLYWOOD II ® 3/4 PLYWOOD - 0 SHELF STANDARDS AND SHELF BRACKETS - FRAME 4 DOORS FRAME AND DOORS - 110 REOD. TO COMPLY KNAF'E 4 Vast 80 I 180. -- .; PLYWOOD 3/4" II ®II! AT COUNTING OPEN SHELVING - Al I WASHINGTON 3. ALL FADE FRAMES, DOORS AND DRAWER FRONTS • ' 11 MID 0 LAM. ALL UPPER 1, 1 1 1 ADJ. SHELF W/ ® WALL 2 OF GENERA SHALL BE FACED W/ PLAS. L - W/ MELAMINE FINISH 44. ALL AROLNID. SEE DRAWERS COLOR /4" P WOOD EDGE BAND I I I , OFFICE III ® (N) I2" DP. SHELF • 48" AFF. CABINETS SHALL HAVE ADJUSTABLE SHELVES 1/4 PLYWOOD (4) 3/4' PLYWOOD STOCK BACKING' II ®II' 'S RECEIVING 1 ^/ _ I HAVE IDES W/ NYLON ROLLERS. ALL HINGES GU II� I _ � I� V SE PULLS, • GOMMERGI GRADE. STANDARDS HARDWARE SHALL RECESSED ARDS ii I!1 WIRE PALLS II®IL ADJ. SHELVES W/ 1 EDGE BAND. EQ. EQ. ® _ - — — — ® 1 l 4. CORNER BASE CABINETS WITH BACKSPLASH, UNDER COUNTER SHEET TITLE SHALL HAVE SPLASH RETURN ON END WALLS. , PLAS. LAM. TOP, ' O I LIGHT AT COUNTING ENLARGED 5. OMIT PAINTING AND BASE ON WALL BEHIND FIXED EDGE, AND FULL- HT. W W I : ONLY - - I 9 THROUGH CABINET. 3/4" PLYWOO. ' BACKSPLASH H-I. AT - 1 - OFFICE PLAN CABINETS, IF NOT VISIBLE BACKING (4" . AT END ND WALL) BULLETIN i 24" SELF -EDGE PLAS. AND INTERIOR 9" DRAW RECESSED FOR PLAN BACKSPLASH (4" SEE W LAM TOP, EDGE 1 UP J ELEVATIONS FL _ _ — — — —� ,1 C �' BU LL -NOSE EDGE SPLASH AT FOR LOG. - END f 5" DRAWER I - �' WALLS) GARBAGE `_� @ - -- DRAWN DATE DISPOSAL CONT. 2x4. .tl - 1-1/2"4 MTL' LEG _ 8.2 S STAN DARDS r1 I 1' RE PULLS LEDGER I i UNL,BGI's 1R1/35 3/4" PLYWOOD '!I— •INID- POI 1 FRAME 4 DOORS —�� 'v ENDS (4 -0' O.C. - ORMRA -Lot' DB -60 HYDRAULIC CHECKED PROJECT NO. 2 -Irz' HOLES 1 \ � ! .moll 0 ADJ. SHELF 0111111 I , � W/ GROMMETS (N.I.C.), SEE ELECT. 94054 DUGS, �Wal W/ EDGE BAND 'I I 3/4" PLYYUOOp /� NOTES: (CLEAR MAX') BALER (S CLEAR SPACE AS SHOWN • PHONE LOGS, i FILE GAB. (N.LC.) FRAME AND DOORS I. SEE INTERIOR ELEVATIONS 2/412 FOR ADDITIONAL INFO. (CLEAR HEIGHT ALLOWABLE • 12 -0'7• APPROVED FILE NAME I VERIFY CLR HL 2. SEE I/8" PLAN, SHY. AS FOR FIRE EXTINGUISHER LOCATIONS. VERIFY EXACT LOCATION IN FIELD HMl1E1 BACKI YIUOOD ®L _ XFRE85 3. OUTLETS AND PHONE JACKS AE Al 415" AFF. TYP„ DAN. BFy vrn SEE I/4' PLAN 1 tee BASE, SEE FINISH - FOR LOCATION / � I W/ HOME E , 4. VERIFY POWER REQUIREMENTS 44 TELEPHONE/MONITOR m cF ^"w"O' PLOT FILE NAME OFFICE AREA WITH HOME EXPRESS. SECT. AT SINK 24 " TT SECTION 24' TYP. SE °� = THERMOSTAT AUr, 7 ` I995 5. T RMOSTAT LOCATION. �, S. SEE FINISH SCHEDULE, SHT. A4 FOR ADD'L INFORMATION. "' SHEET NUMBER 5 COUNTERS AT EMPLOYEE LOUNGE • 4 OFFICE COUNTER ilk PLAN - OFFICE AREA /TOILET 1�OOMS Al2 AI2 3/4 I' -0" AI2 3/4" • I -0' I/4 "... I -0' A ©' NORTH X95 02.40 ` SHEET 14 OF 25 J ID „ P iff �Tf P r .._.... � I L I 11�YP l i - `" ( 1 Ilg i iYjTr<t IY(�Y94Tf' I'�'�mPl(I�'('1'T'YII',��.., t . _ ,,,., .. I 1 • . \ / 1 ' - • MCFARLAND /ASSOCIATES @ 1995 • • . m1V1ien'"EmXOfimm as mi..mn r. ° "man ixe • REGISTERED /�..- • SiA1FOf WA$NIHCiQN. O (E) INTERIOR MALL--_, ® 0 O O ' — WALL FIXTURE, N.I.C. • / /ASSOCIATES SALES rEorr/rr rING 22 z -PAP rFMOSSO MII 0 a (413) ,a,.aela Lam_ v U COUNTERS, N.I.C., TYP. AT EACH LOCATION; 2 " 9' -4" I2' -0" PROVIDE BRAILLE -TAG SIGN • CHECKOUT ELECTRICIAN TO WIRE THRU CASE '1 0606(.104) AT AISLE, COLOR IID (I) J -BOX W/ ISOLATED GROUND PROVIDED (I) ISOLATED AND (I) NON- 4' -4" 5' -0" EQ. EQ. 3' -0" 4' -6" ROYAL BLUE. PROVIDE SIGN PER CIRCUIT AND (I) J -BOX, T. ISOLATED CIRCUIT. PROVIDE PULL ADA. t LOCAL RQMTS. - (I) TOTAL COUNTER HT. 36" MAX AT CLR ACCESSIBLE AISLE (I) STRINGS AT DATA 1 PHONE. EQ. EQ. (I) ACCESSIBLE AISLE B ALIGN END OF CHECKOUT--- 0 AT EACH LOCATION: k ' 3' -0" FROM CIRCULATION �� ,„—.. • ELECTRICIAN TO WIRE TEE CASE '"' AISLE, VERIFY FINAL LOCATION \ s M POWER POLE, SEE ELEC. DWGS., T. ISSUES • PROVIDED (I) ISOLATED AND CO NON - (bATA * 0 WITH HOME EXPRESS / , / \ FA CIRCUIT- PROVIDE FULL // AND INSTALL CHECKOUT RAILING // -HOME EXPRESS TO PROVIDE - STRINGS AT DATA 4 PHONE- El I (I) J -BOX W/ ISOLATED GROUND j // I I \ -ii AND HARDWARE, SEE ©TYP. CIRCUIT AND (I) J -BOX, TYP- \ // q, _ i,_ of DESCRIPTION I DATE ACCESSIBLE AISLE (I) \' / Inv P OWER POLE, SEE ELEC II 9OAT - / / • I ' DW:sS., TYP. ' PROVIDE BRAILLE -TAC SIGN 0 .9 • •TR- 0606(.104) AT AISLE, COLOR A. �.' /' ° ROYAL BLUE. PROVIDE SIGN PER �^ _ ADA. t LOCAL RQMTS. - (I) TOTAL 'ALVARADO' POLISHED COUNTERS, NLIC, TYP. CHROME RAIL AND POSTS PROVIDED AND INSTALLED (N) OVERHEAD ELEC. HOME EXPRESS TO PROVIDE AND BY HOME EXPRESS. RACEWAY, SEE ELEC. DUGS. INSTALL CHECKOUT /CART STORAGE r I` CHECKOUT RAILING AND HARDWARE WALL FIXTURE, N.IC. Z Ea SEE © TYP. - SEE PLAN — — — y , I III 0 ° ALIGN END CHE T- I ® • ® „ �� 11 L J AISLE, VEIFY FINAL OGATION SALES ' '''.2 "m , '1 . WITH HOME EXPRESS E 2 - /4 " d (N) ENTRANCE CANOPY, COUNTER HT. 36" MAX. AT SEE © ACCESSIBLE AISLE . 7 - POLISHED CHROME . COVER PLATE CHECKOUT 999 LAYOUT ' 3 CHECKOUT RAOLONO ® CHECKOUT 999 LAY* UT 1/4•' = 1' -0" AI3 1/2" = I 1 /a'• = I -m" TENANT IMPROVEMENT DRAWINGS O O O 0 • ® CITY OF TUKWIA APPROVED • . O' T- AUG 171995 . . .(i 6 AS NOTED �,(p� HOME � [ HOME EXPRESS TO PROVIDE AND "`� "' �•' E � ' `�" "" (�NA � 11 � 'ip SALES BUILDING DIVISION • AND INSTALL CHECKOUT RAILING A LEI IBED.DA7HoHDUSEWARES aFUSt,9SFNhYiS (E) INTERIOR MALL--, STOCK r WALL DISPLAY AND HARDWARE, SEE © TYP. p° I • 0® FIXTURE, WC. VS rt ' tiN (N) OVERHEAD ELEC. RACEWAY, SEE ELEC. DUGS. • NOTE: PAVILION MALL VERIFY FINAL CHECKOUT LOCATION WITH HOME EXPRESS j - COUNTERS, N.IC., TYP. _� ` POWER POLE, SEE ELEC. �) DUGS., TYP. 'J �� " , �� 1 1 7198 S OUTH CENTER AT EACH LOCATION: I E FROV DED (U ISOLATED AND NON- ` 16 -0" e ll' L _ (E) INTER MALL 'm a <A / � � ` „ \` AL1.- E O C PARKWAY ISOLATED CIRCUIT. PROVIDE PULL Yf . L / ,�) 15' -0' ROM CIRCULATION STRINGS AT DATA I PHONE. P.' (� A AISLE, RIFT FINAL LOCATION • • COUNTER HT. 36” MAX. AT- •-- _ N / / / , m I / \\\ \ \I WIT H O M - XPRE55 TUK W I LA 0, ) ACCESSIBLE AISLE (I) (3 - - / / / 'i V Q' 1 WASHINGTON \ (U J -BOX WITH G / _ `` ISOLATED GROUND CIRCU STAIR '� / '� „ / \' \ \ ,- � I v v )[q1 %LN I AND (U ) -BOX, TYP. DN. ® •• ® / / CIRCUIT / / '/ I - , ��- \� i AO J -BOX W/ ISOI_AT GROUT. � Y (.OY AND (U J -BO , TYP Y CI7 COUNTERS, WIC, ?YIP. - / ' DROP SERVICES 1HRU (9) - _ p (0 / DATA / / AT EACH LOCATION: FLOOR TO (N) ELEC. RACEWAY _ // ABOVE CHECKOUT 121 BELOW, / \ / / P ROVIP O (I) To WIAT D A CASE _ / / PROVIDED lU ISOLATED AND ( I) NO - SHEET TITLE SEE ELEC. DUGS./ � k - U / X ./ / -' 1 „ j ` ISOLATED CIRCUIT. PROVIDE PILL GOJNTER HT. 36" MA AT F STRINGS AT DATA 1 PHONE. j Il PROVIDE BRAILLE -TAO SIGN ACCESSIBLE AISLES (3), TYP. / / 1 Z _ , ENLARGED •fR - ALU 1014) AT AISLE, COLOR CHECKOUT ( ROYAL BLUE- PROVIDE SIGN PER / / 19 1\ - PROVIDE BRAILLE -TAC SIGN CHECKOUT i ADA. t LOCAL RQMiS. - (D TOTAL / / I / 'TR 0606(.104) a EA. AISLE, COLOR PLANS • I 12' -6" ACCESSIBLE AISLE (Il / / /, AL. / CHECKOUT ROYAL BLUE. PROVIDE SIGNS PER ADA. 1 LOCAL RQMTS, - (3) TOTAL / / OPEN ABOVE CUSTOME,' . /,/ DRAWN DATE SERVICE �� n WNL l /Il/95 e r n ❑ ❑ 0 • :i- hi ii _ 99 CHECKED PROJECT NO. HOME EXPRESS TO PROVIDE / , LINE SECOND FLOOR ABOVE 94054 / SALES AND INSTALL CHECKOUT RAILING / LINES OF (E) BEAM ABOVE APPROVED FILE NAME EU AND HARDWARE, SEE © TYP . - 1-1X2-11E2 . ACCESSIBLE AISLES (3) c o PLOT FILE NAME . 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V HS¢; 414 � 1 • 1 II P2. � 614 I I G * ka ; li i i , � � , ' o � , a . iii g l I rO.RT m �e �LL� 0 r 1 us ��r,,� $ 4F "'eoinn � o- v iii t 2 '- 11 1 11 1, � � 1 x 7 STP�I1_, _ / .,� I a e �II 1 14 I ®�® ' . ill w 1 I 111 O0 -- - \ \ „, M" . ez r r 1 -1 461 M401 N4,, M O �� Il U 3' u' MS r 54 N y m 605 > L I mi ■ .I 6 V I I_ \ ( i21< � Ig " gl \ I KITCN @1J / TAPIE UNBI.V -� G �V.140 X O • I M5n _ cEoay v4No.e y D 4NBlVJN2♦; LJ,xWANN Nv..AM66 1450 M9% 1,1512 110.4 N 11,.. ` n 1 I M9AI W.A. m...„,, NEM MSA , I ■ IS. I ■�■ 1(1 Nil . N E A — 6,..• '..4r 4Nr 644E W 4" o AE � d � � W� �' �� � &'? L - W54 � � G > e I a•O , uew»� ;' � ' 1eo- ne- wer - ®I x1 I ¢'b sue V9%, a' 3 D eeo 1 1 19 12 1 - ' E= } ) t ®Eli i� ®® Wi�li°9mlrM � �� => U h -- IN S ' _ .. ; 9 I J 1 1 . - Mt-ICI- IKCK. ■ ` \ ) CITY OF TUKWILA APPROVED }i AUG 17 19955 ` I, AS NOTED4R i' , eUILOIr:c DIVISION �..I _ 1' .1111 1 8 1995 D'" 7 -G 95 .: ' .......nD `J ill, El ___ MY Nc . ...__ _.. I I _ I i ■ 'RPPPP111111111111 piciPPIgIPIIlIIrf4IrIlirmi1 lwr iOIIITgllmllIrTPITImlI1 (nlppp1m 1 NU.i- ... • I MCFARLAND /ASSOCIATES © 1995 omwm m aS'Merzn Pn na /, Q. STRUCTURAL NOTES ALL CONCRETE WITH SURFACES EXPOSED ID STANDING WATER SHALL BE AIR= BNL'HAINED WITH AN AIR - ENTRAINING ' 31. p1.YW00D SHEATHINQ SHALL BE GRADE C U, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE .,( y + j AGENT CONFORMING TO ASTM C260, C494, and C618. TOTAL AIR CONTENT FOR FROST - RESISTANT CONCRETE WITH U.B.C. STANDARD NO. 25-9. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND !x- f (The fallowing apply unless n ocherais= on the pla; SHALL B I ` N ACCORDANCE WITH TABLE 26 -A -1 OF THE UNIFORM BUILDING CODE. - PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD, SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX "\ t�+P. T' • Men ns AND NAILING REQUIREMENTS. • G W CRITERIA 17. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SI/PPM...NT S1), GRADE 60, f = 60,000 PSI. .../ • } -II -96 1 EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy = 40,000 PSI. 32. ALT. WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE- TREATED WITH AN ALI• MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM To THE DRAWINGS, GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS ID BE WELDED SHALL CONFORM TO AS A706. APPROVED PRESERVATIVE. PROVIDE' 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTRFATCD 1";`;�i #_I- } I^_ SPECIFICATIONS, AND THE NZFORMi BUILDING CODE (1994 EDITION), 'REINFORCING COMPLYING WITH ASTM A615(51) MAY BE WELDED ONLY I eRIAL PROPERTY V ' REPORTS LEDGERS, BLOCKING, ETC., Aro CONCRETE OR MASONRY. INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. 191.4 ARE SUBMITTED. WELDED " - 2. DESIGN LOADING CRITERIA WIRE FABRIC SHALL CONFORM TO ASTM A -185. - 33. TI COORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS / /ASSOCIATES FOR C SPECIFIED IN THEIR CATALOG NO. C95 H -1. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE OCTEONRE /PIANM O 18. R IN I T ¢L SHALL BE DETAILED (INCLUDING HOOKS AND EERRS IN ACCORDANCE WITH ACI 315 -80 AND SUBSTITUTED, PROVIDED THEY HAVE INTO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE SNI nNlc6c0 ROOF LIVE LOAD 25 PSF WIND Z0 MPH. EXPOSURE ZONE 8 -89. NC LAP ALL CONTINUOUS REINFORCEMENT N5 AND SMALLER 40 BAR DIAMETERS OR 2' -0" M NUNN. AND T E OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED I • EARTHQUAKE ONE 3 PROVIDE CORNER BARS AT ALL WALL AND FOOTING I LAP CORNER BARS 65 AND SMALLER 40 BAR ACCORDANCE W THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT' TWO MEMBERS, DIAMETERS ' -p" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318 -89, • PLACE ONE -HALF OF THE NAILS OR BOLTS I EACH memseR. ALL BOLTS I WOOD MEMBERS SHALL CONFORM TO PER a 3. DRAWINGS SHALL 08 USED IN DIMENSIONS WITH ARCHHL I EL DRAWINGS FOR B LNG AND CLASS E MUM B" AT LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINI OF AT SIDES AND ENDS. - ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON 1000. 1 016) .79:9 • STRUCTURAL IONS CONSTRUCTION. CONTRACTOR SHALL VERIFY IT AND CO I S OR COMPATIBILITY Y AND SHALL UNLESS NOTED OTHERWISE, ALL NAILS SHALL Be COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE -'P'" mrxasco v +;It • NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. NO BARS PARTIALLY IN HARDENED CONCRETE SHALL BE FIB. BENT UNLESS SPECIFICALLY S CONNECTED. SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WI1H "V" DETAILED OR APPROVED E BY THE N STRUCTURAL ENGINEER, SNIeS JOIST HANGERS. 4. NTRACTOA SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR N - COMMENCING ; ANY WORK DIMENSIONS OF EXISTING CONSTRUCTION 51 {01•':1 ON 1N8 DRAWINGS ARE INTENDED AS 19. CONCRFTE PROTECTION (COVER) FOR REINFORCING ,STEED SHALL BE AS FOLLOWS: - Swenson $R� FB$E( GUIDELINES ONLY AND MUST BE VERIFIED. 39. RS • W FA - FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" A NAIL es SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: f"NMI99 . CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FORMED SURFACES EXPOSED CO EARTH (i.e. ALTS BELOW, GROUND) OR WEATHER (q6 BARS OR LARGER) 2" 5 WORKING CONDITIONS AT THE SITE CAUTIONS AND THE METHODS, TECHNIQUES, SEQUCOMPLETED IN ACCORDANCE WIT FINAL CONNECTIONS HAVE BE • EN H THE PLANS. (q5 BARS OR SMALLER). 1 1/2 " COLUMN TIES OR SPIRALS AND BEAM STIRRUPS - - 1 1/2" SIZE .11 0.155" CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS SLABS AND WALLS ( INTERIOR FACE) GREATER OF (BOA DIAMETER PLUS 1/8 ") OR 3/4" - 6d 2 6. 0.113" OR PROCEDURES REQUIRED TO PERFORM HIS W E STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY 20. CAST- IN -PIACP CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR E%ACI LOCATIONS AND DIMENSIONS OF DOOR AND 8d 2K" 0.131" NPO WORK. TIM O U AUTHORITY OR ACTUAL RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. TILE SORU^ AL AND /OR DIRECT RESPONSIBILITY' FOR THE SPECIFIC W ISSUES AY H ORINAL WINDOW OPENINGS IN ALL CO CReTB WALLS. 586 MECHANICAL DRAWINGS FOR SIZE AND LOCATION OP 109 3" ND /OR FOR AN 0.148^ ENGINEER HAS N DUTY TO INSPECT, SUPERVISE, NOTE, N OR REPORT ANY HEALTH OR SAFETY MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL: DRAWINGS FOR ALL • DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH 08TAI1S AT ALL 12a 3N" 0.148" EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND PRECAST: 16a JM" O.1G2" D I DESCRIPTION (DATE 7. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL r ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY 21. NON-SW/INK GROAT SHALL BE FURNISHED BY AN APPROVED. MANUFACTURER AND SHALL BE MIXED AND PLACED IN. - IF CONTRACTOR PROPOSES THE USE or ALTERNATE NAILS, THEY SKULL SUBIAIT NAIL, SPECIFICATIONS WI NOT SATISFY THIS REQOIREWETf. STRICT ACCORDANCE WITH THE MAM)FACITIRER' S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT TO THE STRUCTURAL EEOSREEl (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3000 PSI MINIMUM). 0 fi IND GENE BUT AND TYPtCn U At[OF CU N WHERE NNO B. STAPLER -TH6 FOLLOWING STAPLES MAY BE SUBSTITUTED FOR NAILING OF PLYWOOD (APO R SPECIFICALLY I I A ATED ARE OP .ACID. N ID AILS SHOWN, SIMILAR LT DETAILS NOF ANCeORAGe SHEATHING): AfeD CONSTRUCTION SHALL B6 USED, SUBJECT TO REVIEW AND APPROVAL BY�THC ARCHITECT AND THE STRUCTURAL 22 EXPANSION BDL.TC IN10 CONCRETE SHALL BE .TRU-BOLT. . WEDGE ANCHORS. EI(PANSIN:HOLTS IN10 GROUTED • • ENGINEER. MASONRY NITS SHALL BE MYNA-BOLT. SLEEVE 'ANCHORS. T'HReADHD 8%PANSION NSH IRT9 INTO, .CN(TIHTR OR NPLS�Z- EONIVALELTE STAPLE MINIELL LGNGTR 9. ALT. STRUCTURAL GROUTED MASONRY NITS SHALL BE NON -DRILL ANCHORS, AS MANUFACTURED BY IN BAMSST /R® HEAD INSTALLED 6d 16 GA. )gar. SYSTEMS WHITE ARE ID B6 COMPOSED OF 1N" COMPONENTS 10 BE FIELD ERECTED ,ALL Be IN STREET ACCORDANCE WITH I.C.8.0. REPORT N0. 1372, INCLUDING MINIMUM EMB6DWIWIW' REQUIREMENTS. D SUPERVISED BY THE SUPPLIER USING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ION IN ed 15 GA. 1N" ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. BOLTS OR INSERTS INTO CONCRETE MASONRY OR PRICK MASONRY UNITS SHALL BE INTO FULLY GAOUI'8D' SPECIAL INSPECTION IS REQUIRED FOR ALL BXPAN6ION BOLT AND INSERT INSTALLATION.. led 13 GA: 10 IF 10. SHOP C _5 FOR REINFORCING S )FOR 801'11 CONCRETE AND MASONRY CONSTRUCfI0N). STRUCTURAL 23 EPDXY GROLIFe S_ SPECIFIED ON THE DRAWINGS SHALL B8 GROUTED PITH HS 20[1 SOLID BONID EPDXY BY CONTRACTOR PROPOSES THE USE OP ALTERNATE STAPLES, SHAM, SHAM, STEELL, AND SG D GLUED LAMINATED EMBERS, SHALL E SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER D ITEM SP6CIPICATIONS TO THE STRUCTURAL ENGINEER (PRIOR 1O CONSTRUCTION) COIt FOR VIEW IOR TO FABRICATION OF THESE T6MS. ANCHOR IT FASTENING SYSTEMS, ADHESIVES TECHNOLOGY CORPORATION. INSTALL IN STRICT ACCORDANCE WITH APPROVAL. D I.C.B.O. REPORT N0. 4398. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. li. CHOP DRAWING REVS,: DIMENSIONS AND QUANTITIES ARE N 6D BY THE BAGINeBR OF ReTOSS C. NAILS AND IA -. pLYW00p PA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO 8T68L PLUSH 10 FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. REINED BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION AND ALL SAFETY PRECAUTIONS AND 24. CTRIIC S STEEL CIFI D85IGN FABRICATION, AM ERECTION SHALL BE HAS/510N THE LATEST EDITIONS OF THE PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE A I S.C. SPECIFICATIONS AND CODES. 35. WOOD FRAMING NOTES- -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: WILL BE MARKED AND RETURNS➢. 1. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN.'. A. ALL LAND PRAMING DFTAIJ�S NOT SHONOTH¢RWI58 SHALL BE CONSTRUCTED TO 'THE M M STANDARDS OF TH8 UNIFORM BUILDING CODE. MINIM, NAILING; NLESS OTHERWISE N01'ED, s (GNTORM TO SHOP DRAWING SUBMITT 2 ALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AMENDED BY THE DELETION OF TH6 TABLE 25 -Q OF T. UN/FORM BUILDING CODE UNLESS NOTED OTHERWISE ALL NAILS SHALL BE DRAWING SUBMITTALS c BY THE CONTRACTOR 1O DEMONS ITT TO THE ENGINEER THAT THE CONTRACTOR FOLLOWING SENTENCE IN PARAGRAPH 4.2. 1 "THIS APPROVAL CONSTIITITESOWNER'S THE OWNER'S ACCEPTANCE OP. COMMON. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL UNDERSTANDS e SIGN CONCEPT, BY GTING CH ERIAL IS INTENDED TO BE FURNISHED AND RESPOSI ALL NBILITY FOR THE DESIGN ADEQUACY OF ANY 08TAIL CONFIGURATION OP LONNSCfIONS DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND. NUTS OF ALL BOLTS AN LAG BOLTS BEARING INSTALLED ON BY DETAILING THE INTENDED BRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DEVELOPED BY THE FABRICATOR. AS PART OF HIS PREPARATION OF THESE SHOP DRAWINGS." WOOD. INSTALLATION OF LAG BOLTS ENTAIL CONFORM 10 UeC STANDARD 5- 17, 6. STALL, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP RAwI. SUNIITALS AND THE CONTRACT UOCNE:A's ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE eNGIN6¢R, THE 3. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. B. NEAT. RR5MtR ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2 x 4 STUDS N 16" O.C. AT INTERIOR WALLS AND 2 x 6 E 24" O.C. AT EXTERIOR WALLS. TWO STUDS MINIM. SHAL DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALT. BE FOLLOWED - L BE • PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL 0 P SHINES. TWO 2 x 8 HEADERS 6 SHOP DRAWINGS OF DESIGN BUILD COMPONENTS INCLUDING STAW A a %TENOR CLAUDIB SHALL INCL55 T BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT 25 STR11 fT11NAi, STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: OPENINGS • PROVIDED OVER ALL OPING6 NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL TENANT HALL N DESIGNING PROFESSIONAL ENGINEER'S STAMP, STATE OF HISO NGTON SHALL APPROVED BY THE Typg OP MEMBER . N COMPONENT DESIGNER PRIOR TO THEORY REVIEW BY THE ENGINEER OF RECORD FOR TOADS IMPOSED ON THE AHD.; SPECIFICATION FY - HEIGHT OF ALL STUD WALLS OVER 8' IN HEIGHT. 0 IMPROVEMENT MI • • BASIC STRUCTURE THE COMPONENT DESIGNER IB RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY A. PLATES, SHAPES, ANGLES, AND RODS A16 D 50 KSI ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATIACHHD 'N WOOD FRAMING BELOW WITH 16d SHALL INDICATE MAGNITUDE AND DIRECPION OF ALL ]RODS IMPOSED ON BASIC STRUCTURE DESIGN B. SPECIAL SHAPES AND PLATES INDIGO GRADE 50 ON PLANS) A572 50 KSI DRAWINGS CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS CALCULATIONS SHALL BE MADE AVAILABLE UPON REQUEST C. Pe COLUMNS AE3 (TYPE 8 OR S, GRADE B)]5 RSI NAILS AT 12" O.C, STAGGERED 0R BOLTED 10 CONCRETE WITH 3/4 DIAMETER ANCHOR BOLTS V 6.-0. O.C. UNLESS INIIICA OTHERWISE. . NDIVIDUAL MEMBERS OF BUILT -UP POSTS SEAL 0 NAILED TO D STRUCTURAL TUBING (SQUARE OR RECTANGULAR) A500 (GRADE B) 46 KSI O ANCHOR BOLTS (BMENOORO IN MASONRY OR CONCRETE). AIDS HACH OTHER WITH 16d S 0 12" O.C. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR CI HR 12. INSPECTION: CONCRETE CONSTRUCTION, STRUCTURAL STEEL FABRICATION AA. 'tON (INCLUDING P F. CONNECTION BOLTS (3/4 ROUND, UNLESS SHOWN OTHERWISE) A325 -% REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE EXTERIOR NOTED, PROVIDE GYPS. WALLBOARD ON BOLT ING) EXPANSION BOLTS AND THREADED EXPANSION INSERTS, FIELD INTERIOR SURFACES AND GYPS, SHEATHING ON G%T6RIOR SURFACES NAILED TO ALL STUDS, 10P AND WELDING AND HIGH-STRENGTH FIELD , ED BOTTOM PLATES AND BLOCKING WITH NAILS AT 7" O.C. USE 5d COOLER NAILS FOR 1/2" GYM AND 6d EPDXY GROUTED INSTALLATIONS SHALL BE SUPERVISED IN ACCORDANCE WITH SECTION 306 OF THE UNIFORM • UNIFORM 26. OM INDICATING TYPES (SUCH AS BETHLEHEM LOAD COOLER NAILS MM. OR 5/8" G. USE #11 GAUGE, 1 -3/4" TONG, 7/16" HEAD, DIAMOND POINT, NOME -` X -I - 4 LDING CODE AND THE PROJECT SPECIFICATIONS 0 A QUALIFIED TESTING AGCY DESIGNATED BY THE INDICATOR BOLTS, •I :v T SHALL BE APPROVED SELF 'LOAD • N LeJEE TENSION CONTROL BOLTS, ETC.) AND SHALL B INSTALLED IN STRICT ACCORDANCE GALVANIZED NAILS FOR EXTERIOR SNBATNING. HIGM E' E�X'PRTE SS Y AGENCY ARCHITECT. THE ARCHITECT AND STRUCTURAL ENGINEER N SHALL HE FURNISHED RITE COPIES OF ALL INSPECTION WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. E REPORTS AND TEST RESULTS. IBm ^BAiR.HOUSEWAIIESAFURNISFflNg91 27. ALL 1, NG SHALL BE N CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY C. FLOOR AND ROOF FRAMING; PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PAR'fl'1'IONS THAI' EXTEND OaS W.A.B.O. CERTIFIED WELDERS USING E70 IS ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY OVER FDR THAN LP 1710 JOIST LENGTH AND AROUND ALL OPENING& I PIQUES O ROOFS UNLESS T A.W.S.) SHALL BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF RBQVIRED) SHALL BE PERFORMED OTHERWISE NOTED. RA PROVIDE BRIDGING 8 8' Q.C. AND SOLID BLOCKING 0005 L BEARING POINTS. 13. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE A ASSUMED AND THEREFORE USING LOW WE 0 HYDROGEN ELECTRODES. L5155 OF GRADE 4 REINFORCING BARS HIP EWCOIRES) SHALL Be TOENAIL JOISTS ,TO SUPPORTS WITH TWO 16d NAILS. ATTACH T MBER JOISTS ID FLUSH HEADERS OR MUST BE VERIFIED B A QUALIFIED SOILS ENGINEER. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, PERFORMED USING E70 %X ELECTRODES. WELDING WITHIN 4 " OF COLD BENDS IN REINFORCING STEEL IS NOT BEAMS WITH SIMPSON METAL JOIST HANGERS IN TAGGER WI'DI NOTES ABOVE. NAIL ALL PAVILION MALL NOTIFY THE STRUCTURAL 6NGIN86R FOR POSSIBLE FOUNDATION RSOSSLGN. PcRMITTED. $EE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OP WELDED BARS. MULTI -JOIST BEAMS TOGETHER WITH 16d ®lz" G.C. STAGGERED. AND NAILED 1O SUPPORT FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED G WITH Bd NAILS r 6" O.C. ID FRAMED P L EDGES NLESS WWD GRAIN PERPENDICULAR • OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AN FLOOR SHEATHING SHALL 8E LAID UP W OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BADE N[,AIt 'S 2S. .sSaNIN- L�10` SHALL BE KILN D MC -19, AND GRADED AND MARKED IN CONFORMANCE WITH 11.C.L.e. AND OVER STUD WALLS AS SHOWN ON PWWSAND ® 12" 0.C. (10 O.C. AT PILOTS) TO INTERMEDIATE 17 98 SOUTH CENTER RIED OR ALLOWABLE SOIL PRESSURE STANDARD GRADING RULES FOR WEST COAST LUMBER N0. 16. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: SUPPORTS. PROVIDE APPROVED PLYWOOD BOGS CLIPS CENTERED BETWEEN JOISTS /TRUSSES AT UNBLOCKED LATERAL EARTH PRESSURE 2 000 PSF ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE- AND -GROOVE • 35 PCF JIM, (2 X MEMBERS) HEM -FIR NO. 1 OR DOUGLAS FIR N0. 2 JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1 /8" SPACING AT ALL PANEL EDGES PARKWAY RENOVATION BASIC D85IGN STRESS, f„ = 1200 PEI AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING ID SUPPORTS WITH 16d M 12" O.C. UNLESS OTHERWISE R NOT,. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2% BLOCKING AT ���/ W' ■ • 14. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDI'ITO. BEFORE COMMENCING ANY O LITION %AND 4 X MEMBERS) DOUGLAS EIR NO. 3 ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. L RING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE MINIM. BASIC DESIGN STRESS, f" 1500 PSI • TO THE WORK SEQUENCES. E%IS'IING REINFORCING SHALL BE SAVED WHERE AS NOTED ON THE PM SAW WASHINGTON TT CUING, IP AND WHERE U580, SHALL NOT CUT EXISTING REINFORCING THAT E IS TO DEMOLITION PRAMS AM) STRINGERS: DOUGLAS FIR NO. 1 ` DEBRIS SHALL NOT ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIM DE CONSTRUCTION (INCLUDING 6 % AND LARGER MEMBERS) MINIMUM BASIC DESIGN STRESS, f„ a 1350 PSI LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. POSTS AND TIMBERS. DOUGLAS FIR NO. 1 A. ALL NEW 00501505 THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING MINIM, BASIC D85IGN STRESS, f" = 1000 PSI WHEREVER POSSIBLE. B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY INS, PLATES 6 MISCELLANEOUS LIGHT FRAMING: DOUGLAS FIR OR HEM-FIR STANDARD GRADE O /ALA R . BDLTED UD STS. LEPGFRS AND PLATES DOUGLAS FIR, STANDARD GRADE C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, IF POSSIBLE. 7 % 6 .STUDS AND PLATES DOUGLAS FIR OR HEM FIR NO. ] /STN.GRADG SHEET TITLE D. WHERE NEW EINFORCING TES A 8XISTING CONCRETE, THREADED BARS INTO T ANSION 29. ' INSERTS IN EXISTING C ETE SHALL BE PROVIDED 10 MATCH HORIZONTAL REINFORCING, UNLESS GLUED LAMINATED D MENDERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND AITC B ANDARDS. EACH OTHERWISE NOTED ON PIANS MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V3, F SHALL BE NT 1 � •R D %'1'GR EXTERIOR WALLS, EXISTING ROOM FLOORS AND WALLS. ,400 PSI, F = 165 PSI. ALL CANfILEV8RE0 BEAMS SHALL BE DOUGLAS FIR COMBINATION 29F -V8, Fen 2400 AREAS SHOw2NG WATER ¢ STAINS, AND AT ALL WOOD MEMBERS 1N BASEMENT AND C 6 ALL RC'.ROT PSI, F, = 165 PSI. CAMBER ALL GLULAM BEAMS TO 2,000' RADIUS, UNLESS SHUN OTHERWISE ON THE PLANS. REMOVED AN DAMAGED MEMBERS SHALL BE REPLACED DR REPAIRED A CRAWL F THE 6TRUCIURUL ENGINEER OR ARCHITECT. GENERAL NOTES AS 30. PARALLEL STRAND LIMBER (P.CL) BOARD SHALL Be MANUFACTURED UNDER A PROCESS APPROVED EY THE NATIONAL • RESEARCH BOARD. EACH PIECE SHALL HEAR A STAMP OR STAMPS NOTING THE NAME AND PLUSH NUMBER OF THE DRAWN DATE CONCRETE 1 MANUFACTURER, THE GRADE, THE L NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY.' ALL JC 7 • • EL STRAND UMBER SHALL BE MANUFACTURED IN ACCORDANCE WITHNER -292 GLUED W WATERPROOF 16. &QNQEEL SHALL BE HOSED, PROPORTIONED, CONVEYED AND PLACED IM ACCORDANCE WITH UBC' SECTION 4005 ANp ADHESIVE MEETING THE RWQU1REMRNTS OF AST.) 02559 WITH ALL GRAIN PARALLEL WITH THE LENGTx of THE CHECKED PROJECT NO. ACI 505. CONCRETE SHALL ATTAIN A. 28-DAY STRENGTH OF f' = 3,000 PSI AND MIX SHALL CONTAIN NOT MEMBER. CITY OF TUI(WIU LESS THAN 5 -1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5' APPROVED OR LESS. = 2900 PSI, E = 2.0 x 10' PSI, FV = 290 PSI (FOR 2.0E MEMBERS) F, = )loo PSI, a 2.1 x 10` PSI, ev - 290 110 (FOR 2 MEMBERS) AUG 17 199 APPROVED FILE NAME THE MINIMUM AMOUNTS OF CEMENT AND MA%IIMUM AMONrs O WATER MAY BE CHANGED IF A CONCRETE - SI SIIII PERFORMANCE MI% IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING ) FOR APPROVAL DESIGN SHOWN ON LANS IS BASED ON LUMBER MANUFACTURED 8 0 s -JOIST CORPORATION. ALTERNATE TWO WEEKS PRIOR TO PLACING ANY CONCRETE THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS MANUFACTURERS MAY BE USED SUBJECT 10 REVIEW AND APPROVAL BY TIM ARCHITECT AND STRUCTURAL ENGINEER, BUILDING OIVI PLOT FILE NAME OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE wAT'6R CEMENT RA ALTERNATE JOIST HANGERS FOR OTHER HARDWARE MAY BB SUBSTITUTED FOR ITEMS SHUN PRO IDED THEY HAVE SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA L N ACCORDANCE WITH U.B.C. 26051.1. EVIEW SHALL B OVAL EQUAL 6 COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. GREATER LOAD CAPACITI85. L GIST HANGERS AND M O'T'HER HARDWARE OP MIX SUBMITTALS BY THE ENGINEER OF RECORD I CA'1'BS 'I ONLY INFORMATION e N'1'ED CONFORMS SHALL B GENERALLY WIN CONTRACT DOCUMENTS. CONTRACTOR L OR SUPPLIER f MAINrA1N5 FULL RESPONSIBILITY FOR SHEET NUMBER SPECIFIED PERFORMANCE. 15q5.,.... c 1 8199 • L 1995 S 1 ago ` SHEET OF • .,. t ;,, ` p ■ MCFARLAND /ASSOCIATES © 1995 p 14.4) 1, . 7.11 -Ts . R ® ;, zl)• 1 - il 1 Tr; �' - / A M S CF E AR S NDNASSOCIATES • • PLAN NOTES .? y • 1. ALL DG ES . TOP AN BOTTOM PLAT AN PLYWO SLOC AL NAIED'PANEAT >3$f.• 3 ... (E)E514 CE) 4, v - -_- CE) 4 %I( CO 4OG (,16166x6616 r I EDGES. NAIL TOINTERMEDUCTEFRAMING ME PNATES ANDSLOC1yNG BLOCK ALLUNS EANOI O PSPLTS 8 + 5I8•D LAMETER @2' -0•o. SEE NOTES O STUD PRO VIDE ANO OR B Ol3 ,f � .. do - __(E)4.IL __ __ -. __._ (E)bx L._ - -_,:� do ALL PANEL EDGES. TOP AND BOTTOM v. - - - - -- — _ __.,_ _.. _.._..._._IL_ - .: -._. 20 GENERAL NOTES FOR STUD WALL CO NSYRUOT ION l Soli 2. ROOF FRAMING SHALL BE 2X8 � 78' o.C: SHEATHED WITH II2 CD X PLYWOOD NAIL WItN Bd � B`��C q— _ _ Swenson Say Fag et g W m 1- • I • CUT NEW TO FRAMED PANEL EDGES. BLOCK ALL UNSUPPORTED P D•NAJL1'D INT9N EOIgfiE 2Q. on1 1Uaaz1x OPENING - FRAMING MEMBERS WITH Bd(�12'oc.'SEE ALSO GENER E AL NOTES ES. oe FOR WOOD PRdMIG X �., s "PO6lx ' PER (4/53. , to d. B M 1.... eMY d. 3 NAILS SHALL BE COMMON OR GALVANIZED BOX 4 ; � ___ __ � A NEW aPNG. REFER TO SCHEDULE FOR BEAM SIZES NOTED O N PLAN r " ',. .f ' STRUT. 4. 4 6 S TRUT f p 7t d Fa+' 7 "gh '^'* '�ow f CE) 3 x DEC Ry ES7ONibNtE>Ji<ryNCWI�{ f" i �il ( 6f�' A � s. . ; y 6M1 NJ '° d> ■ .meSer 21,,. DR791(8E Y it ,m ^>, g ."I+ ' tsSF��•6- ti�.4 STRUT 4vb 5rRUT7__. ISSUES PROVIDE ANGLE PER - r f SEE NOTE . • . 17/53 AT (3) LOCATIONS BEAM SCHEDULE - T - ex BM,1. - EMS I A I DESCRIPTION I DATE ( E)4x16 __ I. (E)ix 14 ANb CUT .NEW OPENIN - .MARK DESCRIPTION DETAIL REFERENCE; f { ~` CUOC STRUT (x STRUT PER I4 /53. - I , " • I _s -_ SEE NOTE 'A O _ k � ( ( '+ f r .2 ..,r. GL 55x25.5 . ` , 22 . 7. BM2 ES. DL t /e�z29 +2)MC 10 Z21B (RIPPED) 9383 ,b - —� - ) I — _ SEE NOTE RI PARTIAL GROUND FLOOR PLAN 1 /e P.O. :' $- t sECTION < SECTION < SECTION ' FRAMING PLAN' • ve =ro.. TENANT IMPROVEMENT 22 26 DRAWINGS i 4/53 I ` HOME DVPIRESS — 5 / 5 3 v ._ __ -__ . . ._ IBm °BATH= HOUSEWARES = FUBMSIA'G31 � Y H`: Q I 11 PAVILION MALL �' VARIES - „, 5 ° y \ \ - N _ __. IV —._ __._- - _. _. + ' / \ 15/53 (E) FTG 5 ' - SO. 1 17798 SOUTH CENTER iI �� F r — 7 � 1 i T' P I "� ' —J _ L._�_J I _ _i KWILA (11- TO POST) � ' 14/53 20 53 20/53 20 /53 1v � � , < ' 4 , < ' WASHINGTON 1 ` (E) SLAB -ON -GRADE q'TN THICK H/53 jj i j I . 12/53 - SHEET TITLE I F DP. 19/53 H..-- .-E J MINT WALL PTO 1:S L1__ (E)FiG - -650 —y -_.- _ _.. . -._.. 2O/53 - -- CI�� —SEE Isis FOR L_J iI I 2 POSE BEYOND ' _ �! _ - I PLANS 1 II 1j_...— —� I SEE 18/53 FOR WALL FTG. �N 1 _. f .NEW FOOTINGS A DRAWN DATE O 95 —� I J "`/ CZ) LOCATIONS __- .T7 SEE DETAILS �� I CHECKED PROJECT N0. JDH Cltt 11(wua APPROVED FILE NAME APP ROVED JDH AUG 17 1995 PLOT FILE NAME • SECTION AT GRIDS H, J, OR K FOUNDATK» PLAN.`. AS NOTED t 1/4" BUILDING 051510N oaLf() r -o. v5 =.I -o SHEET NUMBER _ flIi I) 595 52 ... ?SAW CENTER / N.., SHEET OF i, MCFARLAND /ASSOCIATES © I995 w�3`m"EmY` � ; � �xmm M I - TRIPLE ToP PLATE � �7O�p i ( SPIkE RAFiER4 7'0 5TUD5'W/(5) 14 6ETWEEN. STRUTS .4 � ^ M E. STUB (I)A34. AT. E0. ? • ‚ _J ro"aLC 'c, 3-11 -95 M ' BLOCK SOLID S • STUD EA. SIDE ��- (I)34 •Th RU OLT AND NAIL 1\FTZ FS PER PLAN PERNoTES 0)STUD 10EOF STRUT EA. MCFARLAND�ASSOCIATES I 5 � STRUT PER PLAN w+�mwclsc ° j ( .STUD' WALL 4TU0 L - I PE PLAN WAL ' PER': RAN vx rwxcoco vdlll I (au/ ay.eelc ' I AIi MAxvePo..Idm" no Say Faget aem, w alxl 1 2 ! 3• 4 5 -- — -- — - •- -- - - - -- -- ISSUES - :.I v, ^ _ • -. _ _ - - D DESCRIPTION ( DATE • I \ .STRUT PER PLAN KERF AP¢ STRUT PER PLAN FOR BENT E. .I • ,. STUD WALL LSTASO AT EA. STUD E PER PLAN AT EA.:3AE OF EA. .. ; GO L 5 RUi i I I I I � S• • � ( ) E KIN 10Ae 8'.'ec — . SE SEE.5 �3. • REFER 1953 BEN7 IE a/g I '; I — \ [S� =i[ftlt�♦s✓1 • I e 4EE,3/53. ', _ ® PURLINS `� �x • ® = PER PLAN. \ coNNEicT I � \ � REFER 8/S3. PER Io/53. tea' SIMPSON ETC % .¢ a / MOLTS @ -4"•.. �J ` m PROVIDE 51 JE` • COL CAP AS AIR EDGE REFER 53 9 TO FIT BEAM W/ ED (E }.G�LULAM AND ANT. ON GL • STRAPS ROTATED 90' DBL. CHANNELS POST PER PLAN • -PER SCHEDULE '. MUTT CHANNELS. TIGHT TO BOTTOM • • OF PURLINS . i I C I . g 7I g 9 10 • TENANT O • zo IMPROVEMENT 22 RAFTERS. PER PLAN (E)DECKIN4 DRAWINGS • STUb W I ALL IOJ @ B "oc \ S/a H TNRU MOLOA a 5R'e (N) AL REAM yp v F. 2a4 STRUTS C. }' -0'a� I w A34 EA SIDE OF \ - 11 R CALL OUTS pX I IN COMMON � � - / I � �/ / - BED =BATH =HOUSEWAflEB =Fl1RI99M�WiS 4L PER PLAN FO (E) 3X DECKING �� ALT EN �-_ HGU53. R5�1O �wf �� 4 A. SIDE _ / o / - EAIST.PUITI REMOVE(I)BOLT(ONLP) PAVILION MALL EXIST'PURLIN r AS REq'D, 2x4 e 2 } " =c 6LOCKJ � WALL i i /� CHANNELS APER (S EESC REDUCE) �i SOFFIT JOISTS W/ NOUN AND CE) SrUD 9 53 DBL. MC PER w/ /g NTH RU �� REFER 2053 LU524 HANGERS. FIAII W� I _ i 1 l SCHEDULE . EOLTS @ 3-e'lec. COLUMN REINF . 17798 SOUTH CENTER SHEATHE IN/ ' /s" AT ATTACH PER RIP NEW PAL bEL. MCI O PARKWAY COX PLYWOOD AND INTO EXIST. • 9/53 To MATCH EXIST. PAR- PLAN NAIL AS AT STUD DEOAING. PURLW DEPTH. ATTACH PER �u KWILA • WALL AT FRONT. 9/A3, ® ®� 11 WASHINGTON � T3 - - NEW OPENING _ -- FILLEb OPENING I - SEE ARCH U. FOR. STUD WALL I R.O 20 - • SHEET TITLE • I FACE OF VF - EXACT CoNFl4. Y. w � 8! }' - (E) CONE . WALL- (E) CONE WALL -• i L +x}x jvxll' -e PER PLAN 7�' I OF CONCRETE ELFA WALL ARCH'L. Y BEAR. ANGLE ON CHAMFERS, ETC. TENS. PT. I.1/ • 4 (E) PST ' A.M. PER ,PLAN + POST F NEW PT. 2oE EA. CE)GL COLUMN Aiq+}4 STAR- DN -60.ADE � YYY 0„ N- FOOTING, NICE OF FOIST . DETAILS i I SAWCUT "� '. o (a OBS66 POST - 9: A BEAM . 4L COLUMN 5 /8 4 C.S. BOLTS @ CORNE0.5 24 ec CORE DRILL Mltd r/ )¢} cONT E)SLAB EASE BEAK — ( JDH - I _ NLA ATE • NEW SLAB - - DRAWN D ` ��� � • ON 81 SLA B- (E).FpsT BASE ®1 9RABE I AND PLINTH CHECKED PROJECT NO, SAWCUT I CUTTING 1 I 1 `J Z (E)5LA8 = s m 4RADE R 4 Cauc.PLIN7H EINF. APPROVED FILE NAME ' � p Idl �111 W�W14•, WI� - I JDH NEW OPIUM. REINF FILLED ° Lx4 SAWN - I-3 AN. .REINF • OPNG W /AN1SIH oc PLAN VIEW W /(4) #3 *L eU1 - 111= ! PLOT FILE NAME EA WAY CTR'D. /XS °1' - (1)05 CUNT. IS Ie4 �5'I HAs L,e IW AND #3x® PROVIDE OWLS. »FF ALT HOOKS TAN OW'ems • �ID)FOOTINO C (SLAB AND FooTI NG OW 1 - TO MATCH "` Ll CTYOFTUEAUI SHEET NUMBER EA WAY EMBED E" I IN O FOR CALLOU75 I'- 9 Wxs' -L L.rll-O ° -0. APPAOVEO cnv v.ila • IN EFOXY GROUT. MEN IN/'N 53. A REINF. W�(2)�B L AU I T 9 5 NGT 1'9'9n5 JAI 1 81995 E la/ND (4)N5 TRANSV.. ATiH/ //Q 0 Js I _ i BuaDINO Ow venrnn ceNren 1 6 17 I 1$ 19 20 ` SHEET DF l '4 .' , , . . . , ., ___ ___ _ _ ,. - . ASSOCIATES ® .. 4 . ' ' ' - ' .. : - . =UT BR fl sG '----, . . ._,. ..._ ..,:-.i...i. . . s HEET - NOTES: ( F ) - -„ ( G ( H ) ( J) ,-----, ) ( PRO 03 ( K ) c %'' ) ( N1 (P) .. ._,...... ‘...,_,..,../ _ \.,_„,„.. ;.,,,.5-4.,' - 1. aE 1 EAKE IN ExiTIN --T- , ...,,. ,,... ,. . . 3-P SPACE (Cu 2.4M FOR NEV/ PANEL 'ES. 1 • 17i • 2. PROVIDE NEW FEEDER (1 1/4 #4) FOR PnL ,:...„:"; , ' 3. NL - INDICATES UNSWITCHED FIXTURE FOR NIGHT UGHT. I /MCFARLAND/ASSOCIATES .7.p ...,,,, ,-,.., •,- t - ' 76N,BATTERY BACK-UP FOR EMERGENCY LIGHT. muHRECTVRE/Fuvere. 1 , . , , 4. 2 R.98, SHALL BE SUPPORTED k-i• U : . 1 4... "' • RES S L BE OED 5 ALL VALANCE LIGHTING FIXTURES V/ILL RE 'FURNISHED 1 , "2 • ' WIN CASE WORK. VERIFY ARRANGEMENT WITH VENDOR. U - v I No MPH :t.,, ', ,..„ MAKE ALL E3- fINAL CONNECTS PER VENDOR'S INSTRUCTIONS , 11, 6,8 WA E ' MAVVErf I a ASSOC 4 I ', INC •I , _,. , ity',: , , : 6. ta/G717 #8 IF ' GREATER ,-- , SWITCHES IN ■ ' ''- IF .. -".. -. • . -,...■ 30V. NO EXCEPTIONS. 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(TaPAFillIAL FrEiST FLOOR PLAhl - VVE.SII 7 SEP 2 2 139", , SHEET OF - --- - - - - -- ----- -- - - - - - - - 1 r. - ' , L ' DzASSOCIATES': © 199,, - oi : 1 - - ® ® ® t {� J (J (K) L P . R (S. ) ! 131 W Di A 1 IU W � V N RE Q I,l ,? 1 .— I1.1 1 _ L_ 1 _i. INC. IS' - • -- - LCS -2a _ ___ ._ _L7 -- ... -__ _ -- __ -_ - - Wit_ - _ - _ . —� —_ _ lo,o o,� MAZZETTI a ASSOCIATES, r I ---------1 w W -I ) L { { 9� � VER,i - — - - _ 1L5 -22,2 ILS- 24,22 ' NL { 2 Ifc A' II II 1 : B2 1 82 1 82 -- — I Il DM IIII lib 111. Mil 1L ;'i °24 I :. ILS -il / \ {� 044 . II Ai STOCK ` J" A, z a I i ° _ DESCPTIC B2 ( / $ b xil L , p� Z. x B2 / ° P • - I I MI I = M _' ® ® - I I I � _ � i _ �' .1 / 1,. 3 2a - I ° 2 4 22 r I- i A — _ I ® ® I. 1. I. �� • • B2 I 82 1 I82 A 4 I Ib 1E I I __! } F ® ® NL li °" " ' 1� I= A,': NL _ 24 ® ® 115 - STOCK p`I - f 13 15 I��� i 24 r� MI II 4. p, NL - 2 5 �y � � 1i��i1�i1 \� ' I r IL5 -24. }0 ° 2LZ -3a ® I SIOCK Ci ktl ., ° L,- AN 011111 ' i. 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(, E3 I o-�JE�J41 /IIVD FLOOR PLAN 0 ® i 1 117111 a/ �E,' j bU3 NORTH ' ■�� , , J NI- II PAVILION N Al At 9' EMPLOYEE ° ° ° F l i L.LI II YL B2 I CENTER ICI t SHEET NOTES 1 1 A, 1A1 �= WOM TEL _ - - - - - - -- " I 9S 17798 SOUTH. CENTER ' 1 Lr ., ,. PROVIDE 150A/ 3P CIRCUIT BREAKER IN EXISTING B2 1 �� P �L RK W �/ - ' 3 -P SPACE (CIRCUIT 2,4.6) FOR NEW PANEL'E2 ". nTr, II (E 5� I LIT l J - I II 100 • ARKWA 1 4 '1'� 1181 00 - "n (N IO.) -U I T 2 . 0 LDE FEEDER (2 1/2 "C. -4 12/0) F NEW ___ � 1 . . 3. W ITH 1' ON - OFF 3PUSHEBUTTON 1STATIONA OWNER/ARCHITECT. IIN (FI RELOCATED - � :— NL WASHiNG "�N , STOCK ROOM 204 WHERE DIRECTED BY OWNER ' B2 ' 4. NL INDICATES UNSWITCHED FIXTURE FOR 'NIGHT LIGHT-, 82 WITH BATTERY BACK -UP FOR EMERGENCY LIGHT. I I 5. 2'x4' FLUORESCENT IAY -IN FIXTURES SHALL BE SUPPORTED I UP II - I Z A AT EACH COENER PER fATEST O - I I 6. ALL VALANCE LIGHTING FIXTURES WILL BE FURNISHED f NL I� I � SHEET TITLE WITH CASE WORK. VERIFY ARRANGEMENT WITH VENDOR. r MANE ALL FINAL CONNECTS PER VENDOR'S INSTRUCTIONS. 8z I SECOND FLOOR t - J. ALL WIRING THIS SHEET SHALL BE 110 COPPER. I I____ _ PLAN & PAR ' LENGTH PARTIAL THAN AN 100% 18 COPPER IF GREATER \ THAN 300'0' . NO EXCEPTIONS. �1 �. I 6. ALL FLUORESCENT FIXTURES SHALL BE PROVIDED WITH RI .E I V ING FIRST FLOOR 41N L PS. ^ I S1ECK I � O P EAST • ■ {.� E Tp J EXIT CORRIDOR rN I.G.I - PLAN _ - 114_ II. _ -- r_ — DRAWN DATE i1 -_- N0 R2 I -L - I ( KB1G 01/21/95 I- __I I CHECKED PROJECT NO - - I Up JAZ 94054 .3 L__ - APPROVED FILE NAME 950 PLOT FILE NAME ( 9 5 0 03 I ® ,__,\ SHEET NUMBER ( PANT PL(� PLA'b'l I_A81 �) � xwa - _ - - -' _ -- _ _IT 2 21:145 E. E3 1/8 c" NOR I H ,...,CENTER '1 SHEET OF I 1 1 r 1 1 P f f _ f i f I ' T I P i f f P P 1 7 '11 I .. _ ... _: , i I I I .��� l P I I I I I I g I l �rirlfi)117 1 1 � I l T q r 71 Tjr rlr ql t l q fi l}i 'I'll p p q ITr I T _� ' �3._ .._........:..._ . ...,. 1 - • • • • • . ° 17 18 19 15 i6 17 18 19 at TY I I �∎`.2 iy �G6``! CI 1 . ® i 16.7 ! �J ��.e � i I I I . -� - r — �:® __ 2._... I I E } b 0 DEEP 5 E % ON GRADE �: SIM _ FOOTING « o T ; NG 4O" ,. I EXISTING 40" f %Si n a SLAB 7 __1 , ® I JOIST GIRDER J0151 G IRDER ( '' f O ISTING Yl / t F E ST G 3 0' WIDE FTC. 10" FROM TOP 02 ■ 4 O 22 O1 SIAM ON GRADE TO TOP OF. F ELD EMBEDDED b I b E - VHR FY PRIOIR TO START OF STR. STEEL IN FOOTING !!! S OP DWG, DIFFERENT TITAN 10' DEIALS 2' O DEEP 3' O" 3' 0' C 3" O STING MAY CHANCE NOTIFY ENGR.'N N.W.) - F00TN 'y , , r I CONC. STAB' 1 W r ( - '�// ES� 1 y r z I • • r r e .,l t? • 114..1 I II )> B OLTED TO EX£T: � NEW 4- SIMPSON Z LL=�\ O r IUSTER —� 1 HDI4A SEE 1�r,rrf SECTION A2 S�(QLRRqq NIo Na _ E %ISTING 40' ` T OLD Eli x 36 _ 5 (TYPICAL) JOIST GIRDER E 5 a (TYPEAL) PLAN PARTIAL FOUNDATION P -ND 20A .� _ TO REMAIN ALL GLD SHOWN ARE EXISTING • I nL ® I • / EXISTING • • x -E %ISTING `3' 4 - H020A • • . LAB 4 -HD7A CONC 7 TO REMAIN o ' . '; ' : ' 1 1 0 Z EMOVE STI E %ISTING x 6 0 EXI IEcc NG 4 -HD20A • WOOD SHEAR WALLS 4 -HD5A • i.. GENERAL NOTES _ i0 REMAN THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE CODE: UNIFORM BUILDING CODE 1991 EDITION ASTMS LATEST EDITION ' LIVE LOS SEISMIC�ZONE 3 V.= ZIC W /RW = 0.3x1 X2 J5 W/6 = 0.1375W L. B � - - - '— - - ___._O FOUNDATION L— EXISTING FILE COPY , (9 PLACES) 4 -H020A •T -HOSA tl : ^nB SOIL BEARING 000 PSF AS NOTED ON ORIGINAL DRAWINGS PER DAMES 6 MOORE REPORT M1 P Y p : DATED APRIL 25 974 NEW FOOT 1.5 SHALL BEAR ON COMPACTED FILL T0, 95X MODIFIED 0 REMNN I I = �I 'I PROCTOR - ASTM 0-1557 OR UNDISTURBED SOIL. • ¢A$T•IN•PLAC _Q FTE n0 • i F 3000 PSI FOR ALL CAST-IN-PLACE-CONCRETE. ULTIMATE STRENGTH DESIGN METHOD '- - JL K _ _. —O I HE USED. CONCRETE MAY BE PROPORTIONED ON T BASIS OF FIELD EXPERIENCE AND TRIAL `\ ° l� 1 MIXTURES OR BY WATER-CEMENT M RATIO AS DESCRIBED IN CODE. SUBMIT MIX DESIGN AND \�, F %ISTING ' • DATA AS REGUIR FOR EACH METHOD. NIXING AND PLACING OF ALL CONCRETE AND 8-HEA SELECTION OF MATERIALS ERIALS SHALL BE IN ACCORDANCE WITH THE CRC AND ACI CODE 318 `NEW SIMPSON ( PROPORTION AGGREGATE TO CEMENT TO PRODUCE A DENSE WORKABLE TUX WITH 4" MAXIMUM HOB O REMAIN U U SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER - (9 PL10E5) M1 m REINFORCING STEEL USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM A615 -78, GRADE e0 E X E T . GLA B: x 36 J_ 4 H 2 I (Sy= 60,000 psi) LAP CONTINUOUS REINFORCING BARS 36 8AR DIAMETERS 2. -0" TO RE MINIMUM, UNLESS NOTED OTHERWISE, PROVIDE CORNER BARS (2 BEND) FOR ALL r \ '� Ar 'O DIET . x1fi F I O In HORIZON?, REINFORCEMENT - DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF : / E %ISi. ds 6 n / « O — I STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES" WELDED WIRE y ®24 "PC(ttP )/� ®2a oc(ttP ) FABRIC (WAF) TO CONFORM WITH ASTM A185 REINFORCING HOOKS TO COMPLY WITH W, 2 STANDARD AC HOOKS Y a m a u m r ' C ITY O F NWYtlA COVER TO. MAIN FOOTNS TO BE N ._ o AP Q ,,. BOTTOM OF SF FOOTINGS /2 INCHES = ry G a 199 z vU FORMED SURFACES WEATHER I. EARTH FACE 1 -1/2 INCHES • INTERIOR FACE 3/4 INCHE 9 i 'ifl,,}} 8 I 1 H Ep 1 4 ° Q ^ ( STRUCTURAL 8 MISOELLANEOU$BTEEL EXIST GLD e; x 36 fr - - - - '; +TOTE 3' • ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE.DESIGN FABRICATION AND `\ ` I ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" AND THE "CODE OF STANDARD % STNC - DOILUNO D PRSTRUCTURALSS ELURPL STASTMSA -36 CONFORM TO THE FOLLOWING (FyES6 000 P51 I a a HDSA EMAIN Q F COSTA IFPE5U5 STEEL ASTM 35 (Fy =36 000 P51 E ) ) TO R BOLTS E . ASTM A 50 GRADE B (Fy =46 000 P51) E ISTING i J' 1 l�1 PLYWOOD ttP _,. " ¢ II NOT SPECIFIED O S C ALL O UN 1 CONTINUOUS STR LLET R NINIAN L M I G ALL WELDS BY WADES r- _._ -. r Jf �^� § (/):CV p B CERTIFIED WELDERS USE FRESH 0 X ELECTRODES FORMANUAL SHIELDED METAL ARC V w ! WELDING OR EQUAL ELECTRODES FOR OTHER WELDING PROCESSES. CONCRETE EXPANSION \ i ANCHORS - "HILT, KWIK BOLTS INSTALL IN ACCORDANCE WITH IC80 REPORT NO.4827 `E %ISTING III ; 3g O INSPECTIONS 41D5A a ! � ft a - 1 INSPECTIONS ARE TO BE PER UBC S MID L N 306 D SPECIFICATION SECTION 01400 AND TO REM mere DOCUMENTS REVIEWED OOR E0AAoNMAAAB ry I'M NN FOLLOWNOOFWINANCE3 N Q a N ARE TO BE BY AN INDEPENDENT TESTING AB. �+ i • CONCRETE L . TAKE CONCRETE CYLINDERS AS REQUIRED BY CODE, VERIFY -- - - m - - mUCrUIULVEx Ux FpxM eu In xO weE�99¢ Eo d' STRENGTH.A D.P PLACEMENT OF CONNECTIONS r ixax smuCiuluL psx Ux foRM eU L0xO000E � '� i � w 3 REINFORCING: VERIFY THAT ALL REINFORCING IS PLACED IN ACCORDANCE WITH `\ p wACS1 msARR Ex FREE ReODUiKKa4 1 W ge Z F APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE, GRADE,' CAL - `EXISTING 9 RE9FON5 sLB FOR ATRGC.D m I O u , SPACING: 2 -EIOJA m 510RELE C • WELDING: INSPECT ALL FIELD WELDING, VERIFY CERTIFICATION OF WELDERS ICTO DAELE AAACF TADM C0000 TO ED REOU REMery SARA Z .J .. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT xrtRARETAi - OF ixe OpvFRNNOA ry 44 • O SPECS. O FULL PENETRATION WELDS SHALL HAVE L - Q+ ' J ULTRASONIC OR RADIOGRAPHIC INSPECTION _ .. _� _ m - - - I YOOt Q 1 '1 maw 8.15 I Z a 3 • $H OP DRAWINGS T �. S 6C SUBMIT 2 SETS OF PRINTS ANT I SET OF REPRODUCIBLE SEPIAS OF SHOP DRAWINGS TO \,-EXISTING e4. s P LRr FOSSATTIASSOC, INC . P,S. I-- CL ^ ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED N STAMPED FOR COMPLIANCE AND 2 -H07A 1 1000NORTONBLDO PRIOR TO FABRICATION FOR: STRUCTURAL STEEL, MISCELLANEOUS STEEL AND REINFORCING &l 2M AVE 5 STEEL. ✓� —` ✓` __ SEATTLE, WA 98104 • - JOB N0: 12111.010 ROOF FRAMING PLAN b ENGINEER: RJ —_ — DRAWN: J0 ( ^ - - SCALE: �' = 1 — ® RCL 20 FI'�l J t. I? DATE: a -z5 -9s RR ® SHEET NO I :F- .3LY TJ5 I i)CV LGPMCIJF S 1 • HEFDRFI.DWG . 13 d 1 ' 1 1 I 'ITROIIT IIIIIIIII 11110 i'17rlirrll lllllll llll'11111 m,m ITnlulllin norm lnnnmr ,TTrmmlrnrniiiiirn lrrrun I _; ..�.., ,. .ai•.... _.. 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GONG FROM / / 0 ' 2 }'o ' NRU BO L T S -' - -- - MESH - EXTEND 1 88 PILASTER n -'u. INTO NEW FTG I ° H5-2-\ r - 42 % / / `� 4 x 36 FIG. / / -/ O I DEEP ! a� i Z TIES } I T -:�..: �\ / / PPPRDVEe Z J S V `�� T T �� • � %i %: � cm ov Nkw la F- 14 1995 ) _ / ' • r UVI ^10N In� - // r �Si FFENER A SDE fi 5 EXTEND 5 s 5-#50 I1 °I I . / (/� i/, / ,' ' • I TOP & BOROM 0 2' - 6" 1NT0 AOJ. 4- FT, -'� J h �� !J / / " /' ] x }- x 0 -- / _ , 5 0 HOBA /Je BOLTS W JOB N0: 12111 010 3 B r E4 SO E III " -L WA9HERx }R '- X -. THRU G ENGINEER: R.J. 2 " d' Z - 0" � m RU AE %ST LL THR / FIELD VERIFY � DIMENSIONS DRAWN: L.C. [ "^'' ' VSTER 1 410 / / DATE: 8 -24 -95 RECEIVED SHEET ND: SECTION B -2 SECTION C -2 SECTION D -2 SECTION E -2 2 91 i S2 ' v i .(. — $' - ,._°. - J• _ r a' }+ m ,. a' — -- —3---,--,-,-:-6 u, ea6 1, ;6, ", I • - . RJM 6 . PTm w I lI011 .e..n..+.r.n . -_. . 6 F i I I I " 1f AfIP1 , Trrrr , , , M lI[WME AHM1 IITHEl) ri TllnAnn I ., .°,.,4 ,. - I 1 1