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9524 SW WASHINGTON SQUARE ROAD y. ( r , S' 1 Zii­ .i• a ►11111 gal •Ir l w X �M rMll I i� to •t tF►i tions t1 it� , &"d>% x x AeE glob S t � . , iole - P' a OIC fit C • I FDIC FDIC '1 Fnit I . h �� NOI�wtM Illsw blttv see x X +1p1reo Ont d wl t . i�MI1O1r111tio= 9ratpt r linter WINi Mwent loll • i A I� u i • IAIC . rhH ow 1 � X xl 1 • •'r' A X FOR i l�I�r1�Ao►� X Xl '101409 likens 400"tllslri t X � ` omit was abolrs, mirw r1, ,x X4 - x x x X ,• 1 es%aDin o_ Mectr l ea 1. ma - XKr , 1 X ' X X11 trines -- . �Icon Mi IhM VMlslottl;lltateHlaaalm.t�.�rt« - ,_r,�„ Toilet Room Accessories X X FDIC . asetrtrr rt�stl � j - ___--. -- t yeJ FDIC ABBREVIATIONS LANDLORD NOTES DRAWING LIST S 1. Contractor shall ablalll Tenant Design Crilerla Manual from Tenant 's Architect mnd revift it prior to beglnninq A-O cover shoot At ria Finish ME an Center Construction. D-1 DOatoilM AC Air Cewa2tlewing fLA fieri wo Dow d"% ACT At 411W Collins T11• rim Fluere"owt w epee%IIa 2. One copy of the Building Permit shall be given to the Landlord's on-site representative, one copy sent to the ^_' Dralft AAI Ar Jw t a►1•,'Ar)ecewt rata Fw"I aAN try Mer AM Aswe FI"IuRer flow lowtall•r by Cewtrattwr rt ►late Landlord, and the original copy Is to 1,. displayed 1n a prominent location at the Tenant 's premises. Kw AlrNrwr tR Few If*at f_LA,I nettle Laminate A-2 Mak"M SPOONoagl�Ilr Oerr)CY Code Review, M' � NOt�a AIIM MNIwt Fay Fire Astaraewt Treater PL VW ►usual ). A list of all contractors and subcontractors to tie working on the premises shall be given to the Landlord's on-site A-3 Floor fit, Salle fat rolieMA representative and shall include addresses and telephone numbers. A-, /1Ore�rpll: � lli ��� KM stt 1 1 r I ws M ,hofs ra /a 1. KR'6 siaelrins K Mosral Contrexinite[tM ►/ r•Inc 4. All deliverl•s shall be coordinated with t`,e landlord's on-slle re resantative. Exit corridors and other common M plipUll 1••m f ores" volt G P r A'-d SY1k111� deolimi A Wel M svpemm wI, aw.r A ►Mtn areas must be kept clear of Tenant materials or will he cleared by the Landlord at the contractor's expense. No ' W Cob Inet As A•ellloot sae• metal-wheeled carts wi I I he permitted in the common areas. Mall floors must be protected from construction A-8 Irderfor E.bva*o10tt CIL Coot or Mme IKI Narrwar• Niter MI"reed1,a activities. A-7 Rethcla�l Ce�l� PMA OMMI� e a Coot or 11 ey IAtA Itmr'�wor All D A•Au I red 0 Mallow metal Ary Aevlslwr/Aevers• CSA cies. or Clearance mail mwlaewtel an Ft� ED�� PA• 5• Contractor shell remove construction debris. from the premises dally to trash containers supplied by the Landlord A-e Dole#O Cls Collins N/ Ha1Mwt M wo AamM oelwa and removed at contractor's expense. Ar_cumulations ,if trash shall he removed by the Landlord at contractor's >I• >EY Com concreteI Mason,r (!n t t IAC hoot 1 tte. vow t 1 1 at I IM, CIL Col roan Air Caws l t l en l wS s sew tin expense. 8-1 '�>! 0m� :•wcrota IMI teat Water m•etw setle schoduI F-1 Fixture Plat) sow CawtrwtIsm MAL %Mont 6. Construction personnel vehicles must be parked In accordance with the directives of the Landlord's on-site repro- F-� FOIC Me11M a [��� Co" 6entratter fa iwM RCT seeds" sentative. Parking In loading areas Is prohlbited. Vehicles delivering of materials or merchandise must be prompt- - r 1prT Careen IKw Ime•IatIso "T sleet ly unloaded and removed or wi I 1 be lowed at contractor's expense. F-3 FDIC KW" A Doom r � CT,ta Caerwter slap tats% instal lot Ion sfm similar A Awetle" sem "t uper• M-1 hMchiltlroal F'i■rl Date To - Numtrer ,�� In stanaarr 7. Mater and eioctrlcIty for construction purposes shall he made avaitahle by the Landlord. Tenant shall receive a ` lTs loo oq ff stainless loner fused disconnect on the premises with a 120/208 volt 3-phase, 4--wire system, with amperage based on Tenant's needs. E-1) ElOcilrllaall.lOM" POW M filaYlns remntalm Door s„ooend" -- - - - NA alesew•1 ox KIT*"' / anttrbwI Tenant's elect•ical contractor !hall provide all necessary circuit panels and any necessary transformers. Temporary AIA f Hamate► to OI Ibclwmlcal Tu Tet•alssrna power may be obtr Ined from the circuit panel men�Ioned above. E-2 Ebmillcio Pfaww E Npml - -- — Ota 01smrsler Ilttt Item= immn I I"t1olTarpr•A E-3 EWrleal AeM4milear Dim�Fe111O • � Wit► ma�s mer I"Isc 1ml�sceIIws•wn tfr 1�Iul 9, Access to the mel shall he subject to the control of the Landlord's on-site representative. The Landlord prohibits w sass Ilrt mater lot/Ftetat veT vinyl con"sltlen The the Tenant's contractor or its employees from using mall common areas for any work, lounging, e•tin,, or rest Teaks. The "C-o,,t and Tenant s cot Tactor she CITY WARD - protect their work end the work of other Tenants and Landlord from loam+red I srwriws 8 North 11tAt w.tt=aI damage by tie Tenant, Tenant 's Cont, Ictor, subcont -actors, and their employer.%. •,,,••.............••„......,_,.•.. •..•.••.. loot a/A Hat Applicable s ^!'' b1 n rt'tlbrmvnrl sic Ibt In Contract Y tl•st/Ywr►/v1,ItA _. .............r-t--- Y/ will, t, „ slim f �. �.. 4p p.A * �, 9. Combustible materials above finished ceilings or in •ny other r..once•led, non-sprinklered space are prohibited. N°r1'I ,,1 C77x-� ' �? �c- r low K[C IKtrlt 11/a t/lthestt s� r f e C•elko16 I• .................( _ ttRv tleret►ew (viN) tIR Mf to Meet• we 1k:law•r Iq 30Ptr't."til.F nl+/,V...... temporaryctural load, or permanent, on any part of the Landlord's work or structure tatttsth................... ,• t M t�re1 IA tAser 10. without9the yapproval i of the ve uLandlord is prohibited. Also .... ( (; P prohibited are: cutting any openings In landlord's floor slabs, walls, or roof without written landlord approval ; installation or, display of any construction sign; and use Job Andrrs3: _�.'' Fs ion• { of torches x - Z�i ?i T •':. ;, J. propene, welding, or other devices producing • flame without • permit from the City of Tigard fire _.__-- ---_ �_� Department. -_� __....__ - _ Ditto: ��C,��� '_ ,,.,, • 11 . Tenant and Tenant's contractor are responsible for conforming to all oppllcable codes. 1u 11�6J G�+oup Architects - ------- -____.- - w ___ _ _- __________ ._ Y I� `� t _ r ti '411 I r, -4— AmNeoure, Interior DeSgn Planf�lrx.l, F cmilrTi( 5 (,t ' ` 9cnpinr or I+rNS[X1e - St t tte Sofia M Sheat 4w"b r � ----- - _ est Min anent, r Graphic De,_ - l arxtscaW At(, htlpr'turt� o �w o �c� � , WASVM t low- 111 South Adwn SWKX)9"06 f F'Er;:I I I T MD. . 0 r o ` _""to E�I.JF' 17fa.f.,I�Ci O -- - _ - - - - �_ - _ — - oF.nwt KC CM '`se waOIiM101an ilpltw �Ilt IOw�pOl. _______.. _ �wi♦ rid I ("tr t _ Y�,'i+,1�NWrwa`pYWt 3W. _ •. _.. .. pts �. gw.• •...; �. ..,. . ryyM11w0, ..,fyr,.�. .. . _l '+ ._ .. -.:in�M'�'k�>f;�rx�MtE#i4 ','i :M^ .<.a•r+LiAauMS.ihlfiG..,,- 11111►!111IlIillllllllliltlllll111lIli`Illlflllllillllllli�ili�Ill!loll I1111i r III Jill 11111 I11111IIllllIllllill111111111111!1111111!Ii1111111111111!11111Illllllllll!11111111111111t!lllllll F 8 9 f0 II NDTE: IF THIS MICROFILMED �___...-��._ _( 2 11 4 5 7 12_.....�.---.._�. __... --_.,.....,._...,-,._..,... .,.- --- ---- - ----•—�+- DRAWING 1S LESS CLEAR THAN THIS NOTICE, I IS DUE TO iHF QUALITY OF Tlf ORIGINAL DRAWING, OF. 6? H7 12 92 Si Ur j C 1t CITY MAP MALL LOCATION MAP OUTLINE SPECIFICATIONS GRAPHIC SYMBOLS Sears - Elev•J bn soca ElevNbn Y,dit:also f I 8 2 s A-e- _ Ur av wig No tet These specifications are discriptive and should be used for general 08700 - HARDWARE (F.0.1 C.) n orwation only. For actual requirements See specification manual. Contractor is responsible for proper application and fit of all finish and specialty hardware in locations A indi-ated on drawings. Coordinate tem- \A,%1C0US"ER r'+� DIVISION 0 - 0100146 AMC CONTRACT REQUIREMENTS plates and dimensions between hardware items where the installation of any - INclbs No Mt�MI aah.fbn •sateatw �+\\ 't"x Item may affect the operation or installation of another Item. See compltte r cr~w•' , t �<' 11 40100 - INSTRUCTION TO BIDDERS specifications for hardware schedule. A B -- pwtr,a No 26i PORTIANU 80300 - BID FORM 08800 - GLASS AND GLAZIaG - Provide tempered glass Grade "B," Style /1, Type "1," Quality Q3, 1/2" 00860 - LIST Of ORAlli thick. 1 - �^~o Was aa,r tkw,e,dlc•sw •'• // {/ - General glass shall be q3 in accordance with Federal Specification and A_ A • FrE3Cii9rlClt Bt li\IBis(x1 soap 26The above Sections will be furnished by the Architect and will be incorporated in FGM Glazing Manual. L-- - "'lltaofp c'+jO wfit the full specifications. - Storefront glass shall use Kowneer 190 Extrusions. Finish as Indicated on [L•gr"No B $mon drawings. vnro. "mmla•7 _ 1 ENO Of DIVISION 0 - BIOOING AND CONTRACT REQUIREMENTS - Pc rovll_ resilient Neoprene blocks 70 to 90 durameter hardness. a. 1 -- - Provide resilient accessories designed for positioning glass in rabbets. 2 - DelaB No Del so eloc,aIO •"'""" BEA�TRfUIv QIV1510N 1 - GENERAL REQUIREMENTS • Closed tell neoprene conforming with requirements of A6TM C509 Grade 14, „ J - Provide clips of non-corrosive metal with rounded edges designed A 3 t17 0 d f "i'mto+tt 01000 - SUMMARY OF YORK contact blocks not glass. --Lla•mrrsa!Id •ria % • Trimco 440, or • (, The work includes new tenant imprwentS amof epprgm;matet - Provide standard pre-formed glazing tape, Stanlxke q00,y 0,000 Squirt feet , in an existing mall space. Cont-act will include constructing walls and approved. Contactor ,r ceilings per Eddie Bauer, Inc. standard finishes. ill secure Provide non-shrinking elas[omeric tape. • Door Nor and pay for government fees, licenses, and permits. - s• NOfv$tORTt - Provide poly sulfide sealant PR[ Rubber Caulk 5000 Sonneborn "Sonolastic", tock-"Thiotok RM" RM or approved. nccutf o �� I 01030 - SPECIAL PROJECT PROCEDURES - Silicone sealant Dow 1795 or GE Silpruf. •° CA(INsulcso . 4IC Y, , N General Contractor sheIl purchase and %a'ntain the following insurance A Cahn ►•lfulnr scitout ttss TIGARUn coverage: ENO OF DIVISION 8 DOORS AND WINDOVI O uuu w.r B)se Cpkx st hedute ; - LAKE Spa(-A, I+-7B jll H-8 - Workers Compensation insurance r {� OSNfC 0 - Employers Liability Insurance - Comprehensive Genera; Liability Insurance OIyIS10N �- fINISHES tO.aa•tp OJ - Comprehensive Automobile Liability insurance 09100 - METAL SUPPORT SYSTEM (WALL STUDS) -J 01500 - TEMPORARY FACILITIES - Provide channel-shaped roll formed sheet steel members conforming with ,Weft mw.a. � �-O Itemr WON Gaetesarton ur.ccin 1 SAIE%/ oucp.etnr \ �. ) Z- , 1 /n�Inlll�� Furnish all required temporary facilities and all temporary utilities ASTM C645, Hot Dipped Finish where exposed to moisture not less than 2S• FR -"1 immediately after receipt of Notice 'to Proceed for use in convenience of gauge. Provide 16-gauge at dour jambs. `1�� all those engaged in project wor'a. - Provide Cold, rolled steel channels not less than 16-gauge. /� K. E■Iallrp W•R -�---� r-� - 5 nlluJn(C� For specific requirements with Landlord regulations, see Sheet A-1, Land- - Provide roll hat-shaped channels minimum 25-gauge, 1/8' deep with 1/2" lord Notes. No contractor is permitted to use the oubiic mall areas and hemmed edges. Hot dipped finish where noted. corridors for construction purposes. - Provide tie wires of galvanized annealed wires not less than 16-gauge. LNae Lime - All Contractors muststay behind the barriers and ma ntain access to Such - Provide galvanized hangers of steel wire in accordance with ASTM 0754. areas clean and free of construction materials and debris. Failure to - Provide jack studs between bottom track and window and/or relite sills N maintain clean storefront will result in building management hav;nq such between lintels and headers ,n top tracks. materials and debris removed and all charges for maintenance will be - Provile blocking and framing for all wall-mounted finish hardware and b111ad to and Contractor on a weekly basis, equipment, including door Stops. - Coordinate all construction with Building Manager reviewing all scheduled - Provide ceiling seismic bracing in accordance with requirements of spolic- AGENCY CODE REVIEW activities at outset of construction. able codes and as indicated on drawings, i applicable by code. - Provide sealant at floor tracks in double bead Butyl sealant. App 01700 - PROJECT CLOSEOUT double bead ceiling track and two studs abutting other construction. END OF DIVISION I - GENERAL REQUIREMENTS 09250 - GYPSUM WALL BOARD - Provide gypsum wall panels manufactured in accordance with requirements of ASTM 136. Pit Ildirig Cni ribs LJNIF:i'"F4�!t)LA% 7. C.� ---- DIVISION 2 - SITE WORK - Provide Type "k", lire retardant gypsum wall board panels S/8" thick, rYoAt"�►�C��H��-U°t�E OF O�Fladr� 02090 - BUILDING ALTERATIONS tested and qualified for i-hour rating, tapered and rounded at edges as �pl✓rC. �ry��� rnr,gv Ci,dr: - The work may include demolition of existing construction, removal of indicated on drawings, _ various items of equipment and construction, and the cutting or alteration - Metal trim shall be Beadex trim, llandirap C,1rie: 44#VA -F#r•-4e,+ q.►� wnF-�Ilt1«► -- ry�1G,� of existing construction as shown or noted on the drawings. Water resistant gypsum wall board shall be 5/8" thick, qualified for I- - At altered construction, repair Cut edges, replace construction, and fit hour rating, tapered and rounded edges and be installed In all wet areas Landlord: ) tJ new to existing construction to match existing work. Make joints of new as indicated on drawings. ad ria: and existing patches smooth, even, and practically invisitle. - For outside corners provide Beade■ 1e-1 or approved. For exposed edges a - Where new paint or other finishes are joined, carry to nearest break in provide Beadex 18.4 or approved. Fo; edges,abutting dissimilar materials • surfaces, corner, or other break in construction as required for neat, use Beadex Premask /e-4 or approved. - finishsd appearance. For contrid Joints provide U.S. Gvnsum 0093 ar apOroved. gwnrr/Trnantt Ilii alter, Inc. - Protect adjacent work. 1' 010 Northeast 36th Street 09300 TILE GENERAL NOTES Ndgmr,nd, Washington 90502 END OF DIVISION 2 - SITE WORK - Owneerr shall l l ,• provide stone ti le as indi:ated and cont-actor enol; �nstsll. I T,Ie -s Burlington Nat stone as indicat el on CoIof Schedule. Contractor ;t err Addr SSS: � 1� Shall :Itln and Seal. after installation. � ;� rr lJ�l S«L,�j, 0Ir111ON - METALS- ,41 INvvH �Q� 6W__E �`H-' -7 e) 5 09510 - ACOUSTICAL CEILINGS (F.O.I.C.) 5 �W, Iwa�,r�l -oN wQ, p•Gr 05500 - METAL FABRICATIONS - Acoustical the shall be minerai Oilier, lay- n panels, 2e" m 24" x 5/9" �.h-TLAND) OK 61-742-til Provide all miscellaneous metal items including oratsrials fsbri:st'omi, thick, teqular edgm, washable F„:sh, 'lame soread, Class $1, is match - 1 fastenings, and accessories regtlire4 for O niched install,;ion as Indicate U.5.., Aur atnn•I Om,i•r,tsur*I, s, son,,ve : I egi.41 A, Occupancy Grnlp • ed and speriried. Specifically, this miction aoolin to the woad gutty 1, Existing Bltlldlnq: steel tuning and $tool plates. 09650 RESILIENT FLOORIY. (F.O.I,O,' 1 . Agency: City of Tigard 1 t2rir .. Steel shall be ASTM A166 American Open Hearth sheer steel, free Or^ Q:gl* - All r't%illent flayrs .ovr,ng ani hasI as ,nd'ca'•d nn wi Irangs 1^4 :,•,v lel 7. Nrw i3ulltlr,ct _-_- 1_rTilAl�.. Am P.O. t30x 23397 and Pitting and other defects ofFrrt,ng opororance. and instaIIn•1 by Owner Itdlir 9*uwr, Inr.). tubingshall conform to re u;remrntt o ASTM A OO lir AS01 r.v. Prnvilr shoat vinyl not less than .gl3';". Pat^ n woaeable to A•ntr•,n, Tigard, Oregon 97223 B. fnnstruction rife: � S a+ apo � �. 1 g r �/ Whore metal items u• to he erected ant in contact with ti,aimilar mmte- #0111i, WA- 1;,IV Atln: Mr. Jim Jagua (503) 639-4171 I IP� II.N -i rials, Dravida contact Sur fares wlth cost inq of an imprnvel rine rhrorrtatr Provile rohher bare 1/9" t h i a, far';• , fire•mnlr-1 -in,i, 4" ,,,ih. 1, F■ISting RvllAlnq: orim•r In manner to obtain net lett then 1.0 all ,try f,lm te„Cknt/t. Provi It standard vinyl 'Iq,u rr Iq, I r" ,int ahurt­q 'Ini,r in�,h, • _-- minim„m I" .math, 2. Construction shall conform to the 19R� UIiC as •lmentle:d by Slab of Oregon ANS guldr•Ilnc 'for handicap r,tandard•.. 1. New But � II END or OIVI%ION . MIfAlS /rnviI* lair. lava I""I an,l par hi ,g un;lip„i�1 mad• rLPr,•itlly pa• , iq C. Actual Area!vinsl,at• turf,,:!, I., rrce,ve rrs,l,w"t '1„,r live- „g, 3, Demising Walls ata not de-,I11OWi lel ,1Ccrlmnndltlr' 1[lorlin�. Alf f{xttn'(r, nu[st hn supported by the fluor or new Noll 1. Intal: 5(p34' Sr F. CIV1SWuooS ANP PlA1i1•1;1 11401 - CAAPEr ;!,0.1.0.1 constructlun. owner %nett f,p ni to And t1„ene '% ,�,T�r"I�a, t.0 ,',all ,-11" 2. !list FlOort ICM �'rG ' fIh100 CAAPf Mf Ay It. Exl Sl ing terratto InaII f100111)1) 511411 exi end 1A C105i11'C (Int' of TC(lanl'S 1111aCr. ;9nlraClof shell not Cllt Of remove t. MwszenlM: �V�S.F ' 1 • Finian .arp*ntry walk and till Ilwnrk that be furni%had by Owner and ,n. 09900 - PAINTli any existing terrairo wlthotlt Landlord's written conr,ent. D. Doi Id Ing HIS 1ghtI 1 stall:: by contractor, ► • Rarer t„ Sheet A-2, color is helul of ' „ tprr-,t r,,;ler numnr.r1 Irovlda ' row h lumber and plywood Merit-Fir /1 In Standard dimenS,ont. Moi% Prov,de Sato sheen for wall h„ar : %u .rfarAt, flat %h•••n „ • lingo, _ _ - tura content not rota (Han 191. $amt-gluts /lir hallow notal and wrv>d trial, 5. The real" ex dOAf dl the 01411 ICVat iti l0 ha relocattsml, Wills the axlslinq opening PAtched ,'end new oar-Hing hulls I, Existing NPlghtt Storle$t 0 Feet _ Fire treat all rough lumbar and pIsyw�pd, Treatment Shall he per American Provide later at gyp%.,m wall h„a• I ahove 9' •O" and all •r�1 10 in per Plans, 2. Allowable Hit qhs: Stories! Q felt Wood Preservers Association standard AWPA-C20. Each piece to Agar U.L. sc'ordanca with System inter„r 1-6, ,'r em,um :; a-le. label "fA-S," Provile plywood and / qvp%um wall hnarl to all tur'A:es eel,,. E. Occupancy Rrqulrrements: particle hood treated wi�i�' pressure - Prnv,�le alk,,d on {, '1., '^ G. Dr•ywal I eel I Ings sisal I have access Ilanals a•I reduirell, Wlt fire retardant per American Wood Preservers Assncialinn standAl AWPA-C21, acco,donce with System Intrri.lr 1-A, Pre,n,uv :railq, 1, Cen7tructlon Height, Area FNceptlonf, Otht•t Provide hardwood AWI Grade /1, plain-sliced Red Oak, - M exposed galvanized ferrous via-e-al. irbv,ie tikvi in ac-orlairr wit•, • - Provide Interior paint grade wood hem-lir or southern Dine WPJI casinq and System Interior 4-A, Custom Grade, 7, Demol It(nn IS Part of the Gelldfal COntrdCtOr'S Coll lydcI. - base MG, B, BTR, Provide at woodwork, touch-up in ac.ordancr with System int+r„:r S-G, Provide finish or casing nails fat exposed yn,rk using Type "5" trim head Premium Grade, Semi-gloi erovi is prime coat and two 8. The General Contractor Is to be responsible for permits and associated fees. Screws. - Finishes Shall be at stated. 2. Spe-lal P•pvltlonst Shelving shall be 3/4" particle board. Shelf standard shall be K 4 V s END OF DIVIS'ON 9 • FINISHES 1-- 187-187. ---187-187. Fabrications shall conform to AWI, quality standards "custom DIVISION 10 - SPECIALTIES -� - -- ), Ileight LlmimFt'oM t grade." END OF DIVISION 6 - WOODS AND PLASTICS 10100 - TOILET ACCESSORIES (F.O.I.C.) --- ----- Owner will provide for Contractor's instillation the following: It. Toilet tto(ea: - Toilet raper disperser 1. AtrroInt: �e TOILET DIVISION 7-- THERMAL AND 'tu,STURE PROTECTION Wasteodf towel dispenser _-, --� - -� - Water -.rp:acle i 07300 - SEALANT$ AND CAULKING Grab .at,, if required 2. Fixtures: - Provide non-sag sealant complying with requirements of Federal SoeciF,ca- - Soap dispenser /fuel _ Water Closets: alas•+--YI`--- --iamaJ++ - -_.... tions TTS-1541 or F$ TT-S-230 Type "11", Class "A." Provide acoustical ONE-_ _. Eseaelt� 10400 - SIGN$ (F.O.I.C.) Lavatories: M.Iwt _ - sealant which shall be non-hardening, non-dryinq synthetic rubbe• seating installati)n only ',' Owner furnisned suns and Plaques. small provVde 11rinals: M+1�a- ct:mpound with minimum 902 solids. Use at all interior joints at inner Plaques. Install en[^y tt•w:ture s :rilture sign, creed and guarg,tee - - -- - sections betwemn plains around door and window renes, sign, and door identif ca t on sign and plaque^, at storefront. - Provide bac'cinl material by Dow "Ethafoam" or acoroved. Apply %eSiant P . Type. of Construction Requirements: over backing Ii� uniform thickneSs in continuous beads filliny all joints 105:0 - SIRE ExTINGUt$,+EiS Ano .A814'S n+ ;Curtis tnnt-actir` 1, Structural Loedinq: and voids solid. - Provile Larsons Mode' 3012-RT 3r aporr,.d t- ml-ss. ADprox,^,ate inside dimersions shall C,e ) " stile to 5e vertical door First Floor: low pst L,L _ ENO OF DIVISION 7 - THERMAL AND MOISTURE PROTECTION g"h, r I-'w, x 9"l. Door G -� panel, aI,Jmi num fin,Sh. Paint ,rail trim to nat:h adjacent Tali :nl)r. He Tran lime: I w) PSF i•�I� �160-6�7 Tampered }lass required at lour pane). Ex[inquishe^s shc'I be 10-30und :aoac;tf, I.I. , Hand.�_. lapel!, In st-ei :an- I}1_I tl DIVISION 8 - DOORS AAD WINDOWS uinr.r rG1 �tn Drtss,rs indi�:atinq gauge 'lir ";ass A. 9, 1r C •.•a. Melght of toilet 1 08100 - NOL-.OW METAL DOORS AND FRAMES Provide commercial quality, stretcher level, cold rolled $tees confDrill mg END Of DtV1510N 't) - SPS:IAL iE9 Olem•te• of Grab Bar il'E}°-�l,yll .0 Height of Sar: with ASTM A366, free from pcale and pitting and ether surface defects. i Provide: ). 11 imIC /tic tngi - Minimum 18-gauge for face sheets of irterior doors. - Zone: f+ J t'-- 16-gauge for edge channels. - Minimum 22-gauge for face Stiffeners. Horizontal bracinq at telling at light fixtures M� - Minimum 16-gauge for interior frame$. - Canpr!sSlnn Struts at celllnq at light fixtures 08210 - WOOD DOORS (F.O.I.C.) G. Construction Type-Fire Resistance: General Contractor shall install Owner proviled wood doors, frames, and trim. Sizes and thi:knessos as scheduled nn lr.sw,ngs. 1. Exterior Peering Wallis Hours(s) Oescrlption EXI (1JfO • 08300 - ACCESS DOORS (Provided by General Contractor) 2. Interior Brarinq Wails: Hours(s) h1 Description Provide access doors by Milcor. Use Style "DW:" Size: t0" x 10" minimum. 3, Exterior Nonhearinq Wells: Hours(s) I`IA+ De"rlptlon E2C16T{lJl'� Frame shall be 16-gauge steel and panel shall be 14-gauge steel, Prime coat shall be factory applied. Coordtnate installation with requirement% of 4, Structural Frame: Nourt(s) Description t overhead ceiling door manufacturer. r - o 08340 - OVERHEAD COILING GRILLE (f.O.I,C.) , Part armanentl Hours(s) �_ Oescrlptlon 6. Shelf Enctosurell Hours($) I Delcriptl ,.O"I� 1X 5iPeepi f-,erQ'L OTUPS Owner shall provide and General Contractor Shall j,stolI Croksan Company ~ type "FMG" motor Nuri 65014. Curtain shall consist o' 5/16" round, 7, floor - Crilinq/Floors: Han s(t) N ' Descrlptlon Cv - 1 horizontal, aluminum bars spaced vertically nal, to emceed 2" on center, 8. Roo/ - :•,slug/Roof: Hours(s) NA Descrlptitsn Gr Motor shall be 1/2 horsepower. Bottom bar shall be extruded sluminum mz2 r tubular , in shape, reinforced with alvm(num stif Fee pistil not less Chan q. Exterior Odors J Windows! Nours(t)��IWDeser lotion I�TI;V 60H ILXI'- In. Other Requirement$: o�E-+»►� Ex R'�olela.117oR -�aEE (7W-Ilob F'irz.��{'�U� H. Exiting' • 1, Allowable !quare Feet Per Occupant: 1:So_y�a.IN r-�oolL so Soo Fob it�IEZZ 2. Occupant L,,eds LGM - j✓(�,{1.1 F/lwtA�12 2"`E7.Z_ T 3. Numi if F i m t'i Il!qu I r!dtlr•10�r'r1i•I l'-4 P L-AP.f- � N, Ex t al Itt nod-ilr!rl: 2+•-is 11 - S. 01',tane! If rot ts: '101 ' �0�• 6. Corrldoret • ii I im . Wloth: Haight, Projections: Elevation Changes __ 9 Rating. WeIIsI Oh+E -r1A. Cellingt --_-- Openingsi ZO N64T" sem 7. Signs: Hardware: •' �w , I, Fire Fxtinqulshing Systems W 1. Autamatle Fire Extinguishing System: �1161IN414IN ET�ISj, -- _7-- 7. IT f t t I nq Rotsets t I'�7 �Fi1Ai/►1-1��JA% .� ,tr ti 3. Sprinkle, Ilragt. J. Mechanical 1. Heat lot% (.; Icuiatlons: � MEU�. -- Z K. Electrical O -- - "` I. Light Ing Calculations: - �/�� ' //11-st�g� -_ L. Structural fit/ 1. Calcul atlontt _ Tom' ZZ 2. SelAmle 1lracinq: � .. ..se Sher,tip. C„ _-- - --- -- - - -- - - - No Scale i••• ,',� H, (w%i,ilgy.r ,,N,'V�Sitlnq ' 1`em.f 7l•alta -- The NBBJ Group, Architects o r gl�hltrcwrt�, Interior DPslgn Planning Econornll•s cost V,ln,I9t„ il,?nt. o < MATERIAL SPECIFICAT10N:A GRAPHIC SYMBOLS 0 Graphic Design. Landscape Architecture e �\ • �.__ AGENCY CODE REVIEW, MAPS 8 NOTES A�2 , Qtxwu�ed 8% Daft s m J f-f�lC Shin ton 96104 F'FF'M3:T NC). EII.jF' E10t'ItSf�l:1 E �. -'(�•'j, %moi., Drsmgr•o0 � bra%""' �{(s. C_nacked�g_- •�� 4A.'�LL1�„a,et, t 11 South Jackson $tree'., Seattle, Wa g ( ` • W ashilgton Square Pord4 Oregon ,a f , .,.. ()C 3. 1 s, - ^-.... . ...r+rw^.,•,•wTrw•wwre•*,r••.,,- ?rwarr,rfr+ten err M rn. .fi-wn.FiaaN t, ... r .,,..-.......-a., - ,A1Qa,+.r:w•,»..+•..:..,.......,,:.....,.�.._,...w,,.,.,.,.---ao.,.-•••+.,+ s* ............ .. +w�,.tiMrc.�mwi.,F.Ma......, wwwrmvuSs>ta, _ �> .lir •^ ••v-'• ._ :, r 4 111111i1111111I1111111111111111t11111111111111IlIIIIIIIII11111I11111i1I1111111111111itJill 111 II1111lIIlllltlllll11111I1111111�111111111It111111111111I1111►Illilt111►II)Iltllllllltl►I►1i)llt /. _- I_ - 23 4 5 6 7 8 9 110 II 12 IA)IF: I: THIS u MICROrMEa DRAWiNI, IS LESS CLEAR MAN / THIS NOTICE, 1T IS OUF TO Tt1E QLIAI 1TY Of TI# 0P16INAt DRAW ifK.. OE 67 P;, LZ 9 S7 b7 E7 77 12 C17 51 Ell LI 91 SI bl El 21 11 01 6 B / 9 5 b F. lalua■ mtglnnlunIIII111111Itit nhullnulnnl1111lnnhnllunllntlnnlnmllflnluulnulnuln({InHlultllll,Inu6nllHnlnnlnnlnulnlllnnlnnlnnlnnlnullntlnulnuluui(IIIIIIIIIIIIIII11111n1hn1INIiIIll IIIIi111u11nnlnnluu1111111111111Ill it11U11111U1uH - APRIL 11 1991 u ' ij (F7)F Baf5 - ' -- Y (POA - 00� r� 7 0"t. ♦/ IL -L_i __ ..�.�.__..-_..--.---.._. _ _ —.-. ___--.__.__ -'' 11 II �i ' ,..D" 7 - V 7 ' -' - �' /I _ C�r•il±y U�/� -.__--_ -.-,.- , � ..- .-v- --- .— �..--- f �I i i � ' Z - , d , v � g - --- -- O� I1 " (J L SSG I F d ,_ a 1� - _ G -p �J - aJ �! 3 -O 7 3-O_ .I- 3 G I- 13 1 � 9_ 0�. 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Itl� 1. 12iI D 5ok15 Age To =ll�ly} I�aT>rl�.L ,o(z 'dol` 1 �+� �P1�,�. Sym. Material Manufacturer TYPe/C�� R�rk4 No. W H - T!1 Mtl. Fin. W. Fin. DetoM RNrearka _1 ,,,, See Sheet A-4; Speck 1 Retail � H)+1D/ 1/A CMS �� Sere nt, Elev IZ�I.E . _ _�� -- - -- 1 13 - •x.8'- f uNB c err caws (J �cr/ { • ` PAcP (ylg Sheet A-6 Z. EXI4P-i FALL TEWZAZ:W To Op �1�►GI.oS�ItE G NUJ TILE Ta A;%7T ati �►+owN opt THS tNAWINl� • -- PATTERN A CARPE'i DESiGNWEAVE -- "GATEWAY" #OW14004-4 ( _ cm (�j p � "TO �iG`�E Z h-!E(:`/15 `IE�- ANT CARPET BENTLEY KINGS ROAD 1I CLARA` rBEIGE) 1,3 Fitting Rom CVr (� / I/A� CINB �]I CM `tib aa �✓ �> 3 GLO B GASH t� B ACC. — — " " -_ G"pyET Ei"�/e✓ TO PRA S LAMBERT BG 686P "ESTUARY" L LIGHT GREEN 1., I I'-6"x7'-0"xl-3/8" (2) C fA'-L VM] � ' fi)!1I) I FDIC { 1 PAINT Gv;.of- -'eL,4F WF_ , 1741E swo PEFz- Gi.Ob°T ?�L" [-(Oil I C - �D C1NB m � C3NB U! C71VB u I C3AIB ��' � --� p ( p' PAINT SHERWIN WILLIAMS BMS-26 "SCRIMSHAW" LIGHT BEIGE .t :, :I-0"x5'-0"xl-3/8" 11 -3 Y}Ml C1 FfUJVD l I) fl�1C R.O. to be 7'-G" door to ba Footwear Stock V(,'1' �OI �' \.. 1 IN 6LOse'? -*0 ae C ERA_ GO1JTRdGr01�5 yG0 e - _ be centered vertically In opening P A 1 N T " MEDIUM BEIGE ---.•,.►--- QLL1Cb.h'111.ICa t'OR- �TOG1�- IEZZbNII-lE Io �E 1N '.G'�y'T� 1E , SHERWIN WILLIAMS BMS-28 MOLE ]AN" _ ONa 1 4' p1oIG. --- SHERWIN WILLIAMS DM5-29 "SIAMESE CAT" DARK BEIGE r- I Br-.4 pdy[] (�1 lE1 hDIC Et.U, to be 7'-0" door to !,?� Stock Rom �� (U) H•+IT}-} 14T I N�/ CF.+''1 Iht�(0 4-�'�i�ir. L•l�l�' p P•1,.,+�+�1�"I1�- F PAINT ]'-0"x5'-0"xl-3/8" - WITL1 F UI�L� Pe7,*KI 6 1 LI•�IIDI�O i M+� v PAINT PRATT & LAMBERT B712A "IONIAN" (GREEN be centered vertically 1n opening r7R-DoOF� [,dGA'�C E w 5. IµrIL1, THKt:E t✓X5'rIF-1L EXTLR �r #857-T "SEA GREEN" r © Wi P 1vn J to SY" c M PLASTIC LAMINATE LAM _ • - 7a,7U L'-0"z5'-0"xl-3/f1" B W-3 ia+d] \I Fn%u CI) FL7TC`R.U. to be 7'-0" door to Toilet Roan Sv Std �1 VIR Vii- V� E) VIFt —_-__ be centered vertically In opening C�4B Q,hdi CWYB all walla 1�AO� `AMt3 RE'TUIZ ,&R-F- (O' E--?'Ce ` r G1 ��L� {2pp^! I STAIN PRATT 6 LAMBERT NUTMEG 28 r i C� 1 t7MB p 4-hour corridor 1 i' Imo' i PLASTIC LAMINATE NEVAMAR _ _GREIGE_ 5-2-4T �. " � ltrar E��tr � CiIV� [] l7rVB D C]NB FO (lNB �D� ' UIJL1�5s5 1-(O�t;17 • '�}�,�.�I - J _ _ - -A 3 6 "x7'-0"xI-3/4" A -R iM �;, FM �E) ..0 minute door - Y VCT �O iiB �Q� � � � P-tat to 48" 11 h �/ �( BURLINGTON NATS'fONE, INC. GRI-EN HONED 300 X 144 X 9MM Or X 6" X 11/32' �bhY EyWU�b �I. P> Getz ERst' Ro D� METS[- STONE - a r+u s �, �ROJIDE ASL �'�GI�-fly ACJ .dW�Er? G• �A NO`S ' r BURLINGTON NATSTONE INC. BLUE/RLACY. 300 X 148 X 12MM 12" X 6" X 15/32") 9 3'-6"x7'-0"xl-3/4" A NJ-6 fiN `F` FTv1 )J 20 minute door 1 � 6. 6A4PI~cr4 Ere- ry� STONF. BURL'NGTON NATSTONE, INC. BLUE/BLACK 148 X 149 X 12MM (6" X 6" X 15/32"1 - - 1.0 minute door //- O O . 10 Mezzanine Stock Pl od RB �l C3N8 a (7NB 1►7) U�MB r`-"-� � D Up "O IIJU.IjrJE al,l" ToO�� rZEr'10VE 17 tiv �•'•�A _- FRENCH GRAY 10 3'-0"x7'-0"%1-3/4" A Nv 5 [M E Ftvf 61 _ � N ,ROUT HYDPOMENT ..- I'djC7Llb:�l EXRESS+ONS COLLECTION #4511-- - - c I►�G6 - '•iE GOI�Tl�GTOIt hHe�LL USE VCTTARKETT — —' I1 3 - "x7 -0"xl-3/4 A by-10 }M �L T �~ OD �J C1NB t] 1h. a�1�J- -c w CUSTOM C�IRLON #86000 WARM GRO, b' iJyO►•J4 ,:*VW4 0,1 ME b1t.�.11[-IG�� AND aGTUbL. AftM5TRONc _ - 1f arfi�e Cir (n) Rn �c�) cel IL (�r+B �J c B n (wB O� ��Y FL 3'-6"x7'-0"xl-3/4" A NP-9 lid < liM �1~i 20 minute door �,E �f�1EpyWIC.1�IvNTy, k-071 F:%f THE AX&41T�'T I RUPBEr BASE RGPPE COVL DASE, N9S _� ROLLS ONLY (U pl5cpo+•1GIb�s a�'E f!�UND . BLACM, PEARL x '-0"xlr 3/4" D NV-6 HN l F�1 I� (p) ( D tINB �D clkB (U) UN( + R PLASiIIC LAMINATE NEVAMAR - lL Telephone rllose 5V (t'� �� C7NB O (. AU-�IEi�l l�4Lh►•fo �IRL-�Tf0141°Ct7 T ha m G •+ SERIES 66 - PEVTER 8012 L I r.HT GREEN 1 14 V-6"* 7'-0"x 1 3/4" A fly-11 FM _,� - L,AG,b.I- COpL •, ,�►•xf TMEr.Ec _ —• N11.01 7 .0001 D P �� WALL TYPES4 04 15111LAH1441 CO3 em-AWA W,&" - — - /, -- - �'►'b' �weD '!Y� 'i U P45 Wit" C4W - \ ' �,T uC7rL �DIC•+'t'4►•J a wn►�.a- � - i _ ,� x,'*h" VVAL-L- tTu[n w1 'Vt•' c�IW l5 ��� `�� --D,) '� L STH .Af� -_ — -_ DoixW _ s Nded Slw„ law 16/198 51B RE_V1310N_ _ _ ....'- J , X11 t�1 ►I�8( S p v �'' 5_/3/1988 6B —_ REVISION 2 _ f1.001t FLAN. SC/itbli<tSI Ecmwnlcs. c�Mares. ` y, A®3 .k.... ...,..- •----- .. �- � " � •J bra_� ~..___ ^_ _�.. .. _ . - --------- '�'"ui-�.------ 1 _KD o�ll"" N oIwMM R - -=�- :v -*4 w• ;.wnlw;► 'EF M I T NO. 8UP 88(.1680 Or (�,Q�, • .r,r..,. r1�11err. -�; OF 11 � Washington Square, Portland 'Dragon , ..,...,.. ... .. ...•.r -1(�"Ar•M«w,*•^+....a•"uaanawa>a .:n,;. ,..,,,,, �N> :'7PFr9ts..:a7W4'p.��'�'R vivJ:J�:'•s1.�'?',',n,�t+1YVpl� w. 1 III 111 1111111 111 111 1111111 111 111 111 111 111 III III 111 1�1 '111111 111 III 111 I�111 111 III 111 11) II1 111 111 111 111 Ifl Ifl 111 11[ 111 III Ifl III 111 III 111 111 Itl `. /- . f 2 3 ...___._--4 -- —5. -- f3 � _ • b g NI)TE: IF THIS M ICROF ILMEODRA .. — 1 THISING 15 LESS NOTICE, IT ISEOUCAR TToN THF QUALITY OF Tlfi OR IGINAI --- nPAWING. 04: 62 92 [Z 92 SZ b2 E2 Z2 IZ OZ 61 81 /1 91 51 bl CI ZI II 01 6 9 1 9 S'-•.A.-.b E 2 la""" dt11u1d11nh1NhN111HIhndNnlnNlunhNl�I6NhN1�1HtIu81uNII11f�uINNhn11NNIvuINI1111ulnulnullNIIIIIIII�IIIUIIIIIIlI1111I1ttt�rllll111fIII11IIlUII11�III1I1111III11I1111�IpII11►11u111uuI1u1111NIIHtIII11IIWu�tI1111I111f11111�DIIIIIIIIIIfN11pI1111 '' • APRIL 11 1991 ' 1 Dale ^+•'yr j P I � ' I i aL i 1 - _ .. 1,.1u0D �U IRROUtJp �--- SIG�1A-'„RE 5 Vti , � ��► I � f4VSAs EXIh"( •:�utRAl. -j ;•JANE,-E✓ n��E F � �XS"! . �•11r1'RAL � I 01Ei2 i I � i view, ID 10 T� G.r-�'> �2 C T�-+'1��R£0 _y +1► -- - Ad, L' .R �' 0 + • O4 _ � m N 7 t 7 CA4,--40 $LPA7 ,-�/ /z iZC�ries,�' e * to 'bl"vr+E:1 r,,.E� _ I �EG4�� - �� �_ r -a •� -o EG2 1'-0� 2 -G' 13 -ra - --- ' 2 -!o -o'i � _U° 5 I'-o �- _ I_�� ,�1E ENTRY SURROUND HEAD CONDITION ro x 2 yvtiL - •.E --- - 2 ( � —.— --- -------- A 1 STORED RONT ELEVATION 1/2"-1'-0" 71I1 At tJ' GaRhL" �j01�7E Z �, I • 7 ✓ __---_ � Gd.l2�— �jlpfZG'�iL `� — _ _I� _ _ _ a-�i•. .J. n _ �"— II- �r- d �. . A' y • ITE � _. __ _�.. r 2-G 3 P JI,.lCil�''> C� SUW o-� I ! of Na11"1. Flit � I ENTRY SURROUND JAMB CONDITION j a� I PARTIAL FLOOR PLAN on 3 1#-0& 1 I r � � I \�M I _— +. _. - F!!C _ � - 1Y Y � -� �- i .0 4 A I q / G I \7/G' VAI 13 I -- C�', �G►C'h'' I Gj �Lfi�4 1.T y'/ ' RECESS_ F.E.C. DETAIL 11 3 =1106 I AMB CONDITION AT MALL WALL '�'�F' �"" ? ���"r-�`G I �!r- ��J� I �"" �'7��•������ I� J ,i r 1 1 1 11 A'5 k�g& V'.. �, �I, i 0 • K ;l T 4,, .71 LQi�I»,LATG W + 4��' I Q ..'T � x7( 7 � 3�r �.p,� .�0 �. ! •J cif ti'p .,_-- ' F�`2- .Z/,_1 L7 ..Z. 1✓ � � L!°w - r + 1 cam- _ (2 57' i, t� til o I T �✓ �yv�'/��rrl�.l.'i ll ' 7'1. �+y 1( ria YZ :.w't .��t r-� �• 'B'lo _ -' ,3� c 5a4w> >ri $Zf fTR �r7F G v c s, ,j I ��t•1 K M��v M$. '✓cis. - 2 2 q- Y � ••� IJV Vl'GJ l»r �9 n t _..AZ G-hjj J K � � i G,t;L''�!V f`% '�� JC N r1Gw r, I 1 1 5'auE E WOer� G,JI�c•;rJp I cc A�> ' tAl (Q r 3 F - r _ _ I - �. i �- 0 DISPLAY WINDOW JAMB CONDITION ,� plot _ ra:-* - : ;,.r�_ 3/e ��`.5. • - _ I *' gTou T 3ehE 3'- 1'-0" j,�+-G Jrv'D ;r H;Dt/>G��!' r^�. �OrJ�L)I">' ( Z 6Gy�4 � L am G• g 6' A'1z iONE - `v ♦ ♦ L(>h✓ IPi� I't' x �G I /o %2 .f >� / 'rJ �d --k �'tw✓� I Q =dre � �'"� -�•�'��IT �;v� I _ 3 G7- f=no , ��r� �` �.vn• � '1rrT 5,� rNl '�G'! }2F r �. � bi n „-E i t �4 '}� ,ry 5 WALL SECTION AT DISPLAY ___ 6 WALL SECTION, AT ENTRY 7 ENTRY SURROUND--JAMB CONDITION 1 1 ENTRY SURROUND—JAMB ELEV. _----- --- 1-1/2" � 1'-h" _ 1/2 1 .o 1/2" - l'--O" _ 1 -112`1'-0° The NBBJ Group, Architects n AS NOTED Alchftecture, Interior Design, Planning, Economics, Cost Management, o "��.' ��,, �j/ �, 4/3/19 88 DB REVISION 1 o � 5/3/1988 00 REVISION 2 STOREFRONT: KLAN, A1111114 Graphic Design, l.andscapp Architecture ;o SECTION ELEVATIONS, DETAILS i ✓ , I 1% *Proved 8v 111 South Jackson Street, Seattle, Washington 98104 — "-�: 14"t 9 DB DB 403t t 4 nr '11 Weshh9ton Square, Portland Ore on —• ..':°' .- .., e• '.':i, 1. .. i, -l:'.e..--w_ �,.1 + X11 111' 111111,1 III III 111 III 111 III III III 111 111 III II{ III Ifl t Ilt III 1111111 111 11f III 111'111 Ill 111 !11 1 1 1 1 � 11 { 1 I 1 � 1 { 111111 11111 11111I111 , 1111111F ► , ' NOTE: I F TH IS AI ICROF I LAEO •�' I 2 3 4 5 6 7 8 9 11V I I 12 DRAWING IS LESS CLEAR THAN ' THIS NOTICE, 11 IS IUJE TO THF QUALITY OF THE ORRI1NAL DRAWIN(. OE 87 9? 12 97 ST b7 F2 22 17 02 6f 91 LI 91 91 bl E.I 21 11 Q, 5 9 L 9 S b E '- • 1.1JHHIIH111N111IIIL111111HIHHh1,IIIIuhnJnHIN1161111H1J,111111111,INIHHLHIIuHluulnu�unlNllll!�1IHHhlulliflllnlllulllll►hlni,nlhl'Ihlullullfudllnllu111u1hudlulbiululJHHI1HliHHhlllhulllull�u�w�IJudiwlu111imbudlu111w1111, �' APRIL 11 1991 Date - Chanye .mac Y Z� ASA SB 6C QQ CEF _ — -- �_ —Awe _T i - - -1 - so OK - T r I 1 4 - — ------- , --�,---- - -- a I 6 �•JZ 2p,-1 ��v(9 ...i►_-&,G,G- ----- 0� .1 ,�,•• ..�-F�. ... .E "_ 'f�r.p..' -, '� ♦ ''�-;-' ��. a�-+ ,� ,�` � t 1 t A A 7 I co I -61 G` •>�ry J p.✓ .SCK. I 74- LL NV 06 1 A BUILDING SECTION EAST- WEST — - -- ( 37) 38) (38 ) (37) , _� t% U t � Z 10 G��DG� :c.�y✓ � N, r _ _ Cll.U� ''`J6 F[,'> F7(J� •v• , c +./. T c I' .' J♦ �.LP ) M ti./ a 5 I rF I � I,'A1 i4I a BUILDING SECTION NORTH—SOUTH BUILDING SECTION NORTH—SC UTH _ B 1/4"-1'-�" C 1/4*-1'-0" i i- F 5utf AC,vC�+�T HD l,r� y PKI rJ K.FSK �I PE GII�',y'd� 'Tires, G�6 �l,.L. Ii f Gr✓IL. � �. �, TO V1/ol•L c�x�, G2'/e� SUDS �! ' ._ �'8 c�wa mn x 7`1 �t �//44' FRt Ptyw000 _ 1 9',NTW SSE U I -___ I� n �,I-r -Y W� - 2-II G O .Gu P , r FYowI�ER ��O.IL H� i/ i2 4�+'IELF IN�i"� ��� �f`r �,rvc uI��P�y � art FRAMI►JG =LL;c�R _ Gr_ �,;•� e _ - -- — -�►-,- I ANE1L PAIN ,� x C �r2- G G', •,� I FLAN K.f� L,"GATiON(F I d _FRT PL�WCGO I 1 — _ AN � = - ' ' �,, ---�� 'YF ,) -HIGH WALL .RIM . PARTI I oN �- _f I 5,/4, pl2 GAS ----- - --- --- — - - I HOW D I-IG9T VALM" Rlu� i wvC.);> v .. M 5^_14 TO JeM I` L I CAH , VALANGG SUPPORT I ' N / WA�� 7^5 �i U� �^G 5; WP I. � � VALPtJ iFE - + _ I 3/u,14- 's�4' G:GG l�UC�1 (P-DIC� 6 60" _ 1 v�.v�-c A_ y- I I g�/'GI @TOP of M�TALPZEFINI�H�p Ca 4' tV''D•G. 2 �4 - P` H^'Nf� HIC711 WALL TRINE i "" ! T �l"IG L �I,vu Q, TU b E• -- � � I , I ! Et� - k1a•l.!. P!':�1: (F 0'.I.O� I G'.Er'z �I y.o r�� 1 __ -- __._ l_ A�� srJ(�E. T- W�I�!� r ' • /�_ -\� \J I iJ R G��S=:� ,v,�y.__ �,-� �� T .I---- -- -----__. _ •- -- - -• � ALL l f=01 _ t i - I � - c,) TRIM ?o BE �.+ I I'IQG'FIN jNF r GONTiiAGT�7ft. N �C'� GWL'J F�iH SILK I.` I GALL c�N��I r F+�F� () I�11Er^L �TUI�S I 'r l'J� IQ��f UI. MANCiNe I ! �� ToUc�" •UP ALL ,SDI QTS -ro ` r� I iTCA 6,1-W, ,•5 Toe KF W To M6. 2" ►� ��Gf��FE� � �(•zN��. 'T� � I - /2' M= — E +� ��MI�I�� w•�L� TY1G S 51, Gw'? '"Y.P�• x v�..F I --_ — _ - r3H6LVIN� T� �' W I - --- - -��' FuflNlSHt ' INSTALLED Plj -1- -!� -- a 1 I!z E. I ow1V y/el P i I't.YWCCO GC�L Date To Number �LL OhIL T�iM G'.1 G-. O I C. n e Wei N i T yP r .'. I ! - ALANT ��I. HJ We P,�I"KT CONT. (TyR) %d-�M THK MIRiiC�. ON O 3/4' 9 5%2' HOW D p�FJE �FD Ito) -- � HP•('0'I DASA C�. PAf I TI ON E'er;otc TO I�KY� v1+i' N ° I .� r /� _---- - --- - ,�C�JKE: To EI.0 ICI IN•� W7 GLUE u. �' cam,�C' - � I ��KIJ�t�(5 � GLUF Z - -_ --- - I r 7/8 �12'r- P _. �. >U GOUN'1�,1«INK 4 FI 0 � 3,�XK-'�G C��T•. � ! I �I -�'��'� I I � �-�.R,�WS, G?RSINK �•�14L N � GAI�'E ( �v10; SIT 4 SERE � N Z 11 a -�'"' UNLX&CA50 c> '( c FO o J / II _ - - -- - -- - WALL SECTION AT LIGHT VALANCE _ W_ALL SECTION AT FIN WALL WALL SECTION AT FITTING ROOM 3t LIGHT VALANCE DETAIL (D2 (�- — 1/2" FULL SCALE ! 1 1/2 = 1'- ;' 1 1/2 = 1 0 --_._ --- -- - - _ - . . - - _ -- - - __ _ - - ---- - _ -----___ - ----_.�-_--- ---------_. . -- - — TE :,,eet Nus„t,er ---- - - ----. ------ --------------- ht. r Number Date DB REVISION I gloms NG SECTIONS WALL SECT III NBBJ Group, Architects o� 4/le/1988 -_-- -_ - --_ AS NO u -- --�-- BUILDING IONS , --- Architecture, Interior Design, Planning, Ecnnomlcs, Cost Management, /� ' Graphic Design, Landscape Architecture oN KY _ 5/3/1988 DB — REVISION 2 de DETAILS �� •0 t. �.J. _ -- 1 1 1 South Jackson Street, Seattle, Washington 9t31(� �r.� F.I�,eo � �N�E 191 °/ •,t Designed KD Drawnl(r'0,� CheckeJ� JobNo.��� � k MIT' hdlg. DUP 88 -- W ashilgtm SIrpre Pada)J, OR)gw - ,..0 ..,•,.,.w .. ..,,..,.,,.,,.:.n. v+.ew,... r=,.,...!4,..,_...,a„•......�Wwa�.,. ,.n • �111M�f�M'I�M r ,'gA(gR!"'i`,m!”-';M.Nkty I1r � � 1111111111111111111111111111111111111111111111III111I111IIIIIIIII111�►1'11III111IIIIIIIIIIIII I11111IIIIIIIIII�IIIIIIIIIIIIIII�IIIIII�IIIIIIIII1111'1'I'11111',IIIIIIIII111IIIII1111111I1111111 '!"' ' 1 2 3 4 5 6 7 8 9 10 I I 12 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN -7J_� THIS NOTICE, IT IS DUE TO 11E QUALITY OF THE ORIGINAL -- - y - if DRAWING, OE 52 Q7 l2 9L 52 b2 E2 22 12 02 61 B1 LI 91 SI bl EI 21 11 01 6 9 L • ,�!IlnnlnnlRnllnnlnulnulnnlnnll111IlIIlII1nI1nlluulullluulun4unlllnllllll1t11I1111IlIIlIII11IIt�lII111inllllllllllllillllll111IIIIlI11HIIIIlII111IIIIlIIIIIIIIItIiIIlIl11,I111111111IIIliIIHI�IIlI111111111II111111HIIIIIIIWW81WlI1lll�llll�IllllllillllCI1UIIJlI1111 APRIL, 11 1991 Dale C.ndntlr (EF� 3 ,S, oU' _ -F - 1 I 0, 15 GEII, NCS I C. Dc�Z a,3c�z s T111.1L Roo ►SIF. A r-- -.. �'~C � •� - �+'flc+•c�_ -_ AcG���i 7oGR�I•1 G ho54, .7t �. - - -- �z 4 F--- &W 96 - - Cow 1* y L 69f..4 vIc�.- - HIL n. .la►� �IoeIG) /oma �( .•I(.0- I•.' r - -- .---- -T_:-.___— •----- - --- —'—. _... - - - -- - ------ ---- - ` ^• , - w/ __.--__. - L.y�. !'moi + �� It,i -� O ; _ 1 - — _ -- -- - - - - - - - 5 =w E r 3 - 1 ✓ - _ ---- tiGv � ! IL:� EGA gAr+7 ) �aL,rJ'"v-Is•�L -- --- - -- 3n --------- 4A-.0 1,I.+AI.� S'ia+J D/�Rps p G -- GP'f � �A'"a ✓�, - -t- • - • ,I "� � �l.v*�,.1e. �Fo,r✓� �-- - G p' I��,. ----� - � �;A1 i y��� -- �----- �''" ��. - ,. � �.�� EYP.I 0010 ) C l:o o ) W 1 5'a•.l 94-f4V (F,9 1.._ C ) - G SOUTH ELEVATION — — WEST ELEVATION• _ __-__ _...__.__ ___. — __ PARTIAL 3 7 3 8 38 38 B K'�v� G \\ L 11Aj.01j4. IZLaLL- %q/•Z Nr' fid.✓ -- - — — - — - - �I'.� 77cp.(i✓I +�Ar..r n H� �, nv�5 F -E- Co's.6 .. � - --- --> -►rvvr',.,J._ -`:.. -I E ; !- G,•,,e,,,,, F I - - --- C v_ tip G: �r+ v A�c�. E-- G-+6, E Gh.l6 l.�AT E']ra�t--., —_==--_-- ._. .__ - - � - - -- - - __ r•I.u+•► I-+t�w 'i��I �Fv I L ) , --_-_ - ---- CC, - - -- ----- - ' rte--�.r- • ^a3 In M �2 �J''r - VIAN 4VEC AT 0 a dip 4m NorE, A.L L 4"V.4(-A c bs �'I+ow' ,4 ' _ I N K'l.' r��F��A'^O�I t3A� �1%010 ) y*v.�,;Zs11�/� � ,v l ,� _ -� _- .�.-- .�`, •�•__ �/ ��; �°, . ,) ' 3 FITTING ROOM 4 FITTING ROOM / 5 3 WAY MIRROR ELEVATION _ � WEST ELEVATION WEST ELEVATION COLUMNCOLUMN -- -------- -- -- -- - - - - ( 7�------ — --- g�-�- - - - (9 ),=v� PLAID bETA1L. PARTIAL -- PARTIALTYP TYP L� A----- lag D cc� (B Z Qy Gl�'� GE V �•1G ti.E OG G�IV;r»C� `(Oup A;o�c, TILE GEIVIIJI.� LII E or G6 ..,.6v 3E`ry �D 1 \A� G.��j K .- > NI(�I-! WALL. o --_ - -- -- - - - _ -__ -- _ _ - _. - -•- : -_._ Y� _ _ I I I it I I I \�A� - - I •� - _ KEG ED 5 CFD ��� FL - 5 �E7S -- .- _ =_ ____- -- -: _ _ _ __ ._..__-• - - � � oG I►J h � IZ5'.� 5 IC) 5 PL FLA R Sr (� - - - - --- -- _ A5 _ _ Tf l? '+ �a UAV_ 5t.0T WA" I�/ TWO y T - ( F016 )• 40 r=� !o ��•IJ�•�'i �v'r' �`I'L GAFG E''• I a ' 1 I 1 ' (311 - - _ a••8 (pole,) A I I G 3 P - ,-- 2%210 ,It cLR --p-l,-1 �i G..�, _1 Tt ;) . 2 --- N wD / ���,c) - ati, j 4_-- 1 Nc� I _I �► I,�4r r i J'Z'M •'YP -- GIJ6- ti P e4 -- E-l�l•+B-� T _. Y I i J� I -�.^a+� ar EtTl . 1 �-- - u irl low r 2' -Ga` �� --,•i �NE.Yea�a t� - ---- - I - --- --- yp!FC C P r'Js►X �+ ` i�, 3-o vF 1 ►ax - � 3'-v D G max �I ENTRY ELEVATION EAST �+ •� 2 f ICE-PLAN 13 OFFICE 14 OFFICE _ 1 - OFFICE _ _ 6 OFFICE l ( 5 .� I I f - - �..ab.:r / ..'', ,..7• �( '" GG•�j.ter... / ` aDJ �•ilrLvIIJG � P�KAG�KLe'j of �uDS i - �w�s - — up'r� 4 Lobel: a-4IT —1 , - - h Lam C.0U iTm s$ ewoe a e rz Q1/y'OAt -Rlr! r - - LNV a r j �j�1 , 1 �-�� - 1 I►JssUI.�TtG PI - ' N u " CC a I - —_ ► 9- - — r TOILET—PLAN TOILET TOILET TOILET) C2TOILET _ W O R K B E N h H (i �, , The NBBJ Group Architects 'HNYi4,On5 `�hf�f�' .. �Ale 11e1•r1L_Q• 5hrP1 JA„Lw• Archltectuie, Interior Ue:�Ign, F'I,Inning, Econonnicb, Cost Management, a , 4/16/1988 DB REVISION 1 Graphic Des! n, Landscape Architecture o ' 9 P � � �j 5/3/.1988 dB REVISION 2 __ _^� -� INTERIOR ELEVATIONS --------- A111111116 o f l r -- — -- - --- _._ ...___-___. _.____--.r_ _-' -____ -. _. _..-.-•--_ ApprovedFly 111 South Jackson Street, Seattle, was,ongton 98104 PE RM r.T' NO. al.!P- 88()60() ___-- -- ��_. ... checked - ... _ ,�r- oe,q�ed KD �favv„ WR �n No40311.1e W ashingfan Sglr�tre Patfand, . _. i rNe I•+plfAll+h.rwl#rw.+llwwu. _..... -mares.,:_........ .. :.. .b';ii.:,h+Yr .,r.i. %•T,e:':!��- _ -- __.- •r I f• jIIII/�IIII11111III1111111I111 111IIIIIIIIIIII IIIIIII IIIIIII II11110 1111111 111111111111 1 1111 1111111 1111111 1111111 111IIj1 1111111 1111111 1111111 1111111 1111111 1111111 1111111 r I I I I I I I I l l l l l l l l NDTE: IF THIS MICROFILMED I Z 3 4 5 8 - 7 A 9 110 _ 11 I� DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO 4 E=R THF QUALITY OF THE ORIGINAL DRAWING, Qt SE 92 LZ 912 52 02 E2 22 17, 02 61 91 LI f11 SI bl EI 21 II 01 6 8 1 9 S C b t: 1"• • k �' IMIIIIIIIIt1111t11111tIItInI11u1HnIU111111111111111tIIIHllHuluultullnnlul11111111111111111U11IIIIIIIIIIIII�IIIIIII1111111111111111111111111HI11,IIIIIy11H111111111111111111111111111111111111111111I111J11111111111111111111111111111111111111J1111111111IIIIII�l111UIIIE11111I�1W111H APRIL 11 1991 DO& Change ---- ----- i rcc DD EE� FF T _ I� I_ 1 G /b I r� r ► L I I i I,"ol G►' y �"! ---- -- ------- QFF _ O G �I. 1 � �� r 2 0 � 4 5 Z �f G ---t-# t#-------®----- c - � °I * rill_: � - i ` (q) a' ya�E r� rl,li02 --- ---- to I2-o 12-D q q I o !d Z -o s � 1 M ,a 5 �� .— -- '.' � i �J.� -+ vim- �G�7 ;NGrA1-►O I .� I /' ll1'�� , , � ,ea F.a v* � - — ---- --•— -- ---+-- - � _ r''� ,� DOW N 1,l(�N�S � ! __ I� �- F l x'u v i L , - 8 l.I�uT '1KAGI�S _ .�.-�_� I v S , -�_ ,� ,rc.Ea �. ✓vs�iE� n I _ �+ ��TUItE SUkv�ILLA►1GE MILE ' ___ '� __ pr. t� - I� -r'fr to TRwG1L � P_ _t _ O hRr( ,I��rt'1 - � �o 2 -o,;_ Z -o! 6� , °I �ro2'0�2'-0'' �' D jw.LM _ pai tl z� I I I I I II-♦ 11= i-4� — / 0 - --- - 1 -- _ -- E 4- II I2'- I'z"I 114" i I=4' I I'-a' I I=4� I I'-4" i I x t. I - — - - - - i } - t - - l , .. l + _ _ L - - 5 ,_. t L.I �.6 I I E/ CA�' I } Y r El ['�7 - +- - - - - r --r-- — t • -- . . — + alk- KEG P j11.1Ge�ND Cb�J►�LIcoN''4, f A_ i ll Y h1b1.1 ��la< a ,�" 1I'-o 0 .:tGWpt -- LIC�I�T 'rznG _ / �`__t. I �] a I c �foiGJ �x� � r� Z' I � -� to �� Li-a oP G,iooT VAl,-AI-+G� —('eov'7E _ATEK1� 'a A S -- i REFLECTED CEILING PLAN 1/4w=1'-0" _ I,eTU pep--- N -- � - #_ I 38 i g- aI r j�aLUN +I -- o a_ F Lrige I , g112vG!wa��E � , • - _�� �I�II �wcn - _. _ Crwn huMa i � . 45 I MEZZANINE PLAN N 1 GRAPHIC SYMBOLS I -- iee11M N•. �•Y betlee b�e.ler r I t - -- SeeMae No. wom GeeM•e taainell -- Doom hb. IDetO wale.ar 46 aalatiy 1Me► ApI K,� 'G 4 aI�.�LJ -- - - ® Surveillance TII• r..+0�/E �._o' � (/, -'rv'I✓ - .. — _,— � � • �' IH `S(IrJ 1 ExitSign E \ Feature DownUpnt - see Electrical Drswinga `�.QQ� tiG Pn�Nti�C ' ___ s,- ✓'�R�� \ ��' 2 �`'4Ur rt)r–I W*rs, I b►s. � G�. �x-1 E� I (ti, � ,�-�e �, p i�R R � �.,..ti E,, - �• <, � �..�R � ��N N� tk.'TE, �G,ti� �F_' CenlnpNeipnt Indicator al`�'ri'� I"5EL4)H `+''-,v jVAI.1C- T,O CIE axa cont fixture > ---- - TD o IVI!G,X) To GENERAL NOTES "E.J�'I�� �url-i:l=fi I1 I � , �II�I��NEG �cILINc� �-le�.l. tE l� 'fr Tb {�•b�,Is � T ,J+a 4 -O" O ri T � a i r r • I i GENERAL STRUCTURAL NO'T'ES CODE: ALL CONSTRUCTION :HAI,i, C01IFORM WITH 'THE UNIFORM BUILDING CODE (UBC) 1985 EDITION. 'C`h-4 DESIGN LIVE LOAD:;: y 1 * -, MEZZANINE 125 PSF SEISMIC ZONE: 2 _ � - � ' �V , T�tA nnEty IN5FECTION_: v.l!rJ'f�•I RUQ �KL'i�7 �Li.IMNE - 4pp - vL INSPECTION BY AN Al PROVE) TESTING LAB SHALL BE PE:RFORNED FOR REINFORCEMENT C I / *+ PLACEMENT, CONCRETE Pi,A'I:ME.NT, PRECAST EREC'T'ION, PND WELu1t:G. ALL PREPARED F�I�f 12 r `'� ><4 x '��Ix.� p i / No ^•u SOIL BEARING SUPFACES :;HNLL BE INSPECTED BY A SOILS ENGINEER PRIOR Ti! PLACEMENT GMS of t OF REINFORCING STEEL. MA 3:1 VE:'[ CONSTRUCTION SHALL BE UN-INSPI:C'I'ED. all„I�I I Tor i INSPECTIONS: NO SPECIAL INSPEC TIUFII; 4RE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR BUILDING DEPARTMENT INSPECTIONS its REQUIRED BY LOCAL ORDINhNCE. SPOP DRAWINGS: IF FABRICATOR'S SHOE' D!kNWINGS DIFFER IN DESIGN OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEE SHALL BEAR THE SEAL AND SIGNA'T'URE OF AN OREGON STATE Yb V3-1 ¢bC�G TO PROFESSIONAL ENGINEER. SEAL AND SIGNATURE TO BE AFFIXED PRIOR TO SUBMISSION _` OF SHOP DRAWINGS FOR REVIEW BY ARCHITECT. GENERAL CONTRACTOR SHALL REVIEW AND - LEL�� 44�T--"- f �� JD -� APPROVE ALL SHOP PrtAWINGS BEFORE SUBMITTAL TO ARCHITECT. 'CHI: CONTRACTOR SHALL �'1. / SUBMIT SHOP DRAWINGL TO THE OWNER AND BUILDING UF.PAR'1'ML•"N'r FOR REVIEW. (ALLOW .�• xX, TWO WEEKS FOR REVIEW. ) ' L���,/2 �2 ..► �+;� j >✓� � Grt,c.r'iG - - STRUCTURAL STEEL: , " T r.) c� ( / ,v / (rlEt-% 1 - LJ Ifi t STRUCTURAL STEEL 3HAL, BE P,STM A-35 fy S - w �♦ Or / r w 14 c.. 36,000 FSI EXCEPT' PIPE RAPES SHALL BE I i ASTM A-53, GRADE' 3, 1YI'1. E OR S, fy = 35,000 PSI AND 'TUBE SHAPES SHALL BE AS'I'M - � IJ�, t 1� t I •- L, q-X41 � A500 GRADE B, fy - 56,000 PSI . DESIGN, FABRICATION AND ER.xTION SHALL BE IN / L-Jj /t' T1t[ChT1Ff Q.r 'QEF-U/41 ACCORDANCE WITH THE L/."FIS'[EDITION OF THE "A. I•S.C. SPECIFICA'T'ION FOR THE _ k�OGIL40LI7 ;641- (� DESIGN, FABRIC'A'TION AND I:I'.FC'1 CON OF STRUCTURAL STEEL FOR BUILDINGS" . ALL BOLTS S►-r�� � (DRpL�r SHALL CONFORM rt) THE I PTESr ASTM SPECIFICA'riON A-A7, BO.,TS 3/4-INCH DIAMETER UNLESS NOTED OTHERWISE. LI-L WELDING SHALL CONFORM TO "'HE A.W.S. DI .1-86 "STRUCTURAL WELDING COIF:" . ALL WELDS SHALL BE 3/16 ' MIN -MUM UNLESS OTHERWISE Pj°�l'p.�I � aCLIIC LDING SHIELDED WEMEI'AI,-ARC( rrJELLINGJiAGI( BEQUALXXLOW ELECTRODEROGEN FOR OTHERTWE DINGFPROCESSEAI ^\� TYP. STEEL STAIR W/ RUBBER TREAD M IN WALL 1 LEDGER AT EXTERIOR WALL 4 NEW BEAM TO EXIST � U BEA � WELDED JOINTS SHAI,L C:)NFCIM 0 A.W.S. PREQUALIFIED JOINT DETAILS I'OR WELDED . " I CONSTRUCTION. GIIOP DRPV'IN,;S Sr ALL BE 5UBM[T'TED r0 TiIE ARCHITECT AND THE: 1 112w=1'-0* 1 1/2'=1'-0 O BUILDING DEPARTMErrr FOR FI VI :W PRI, R TO FABRICATION. ALI, WELDING SHALL BE PERFORMED BY CERTIFIED HELI ER;;. - 1 STEEL STUD WAIL FRA14ING & ,;'PEEL FLOOR JOISTS; USE-3-1/2" "C" TYPE 18 CAGE STEEL STUDS A'r 16" O.C. WITH 16 GAGE: TOP & BOTTOM TRA'C'KS UNLESS OTHERWISE NOTED. MATERIAL FOR S'IUD:; AND 'CRACKS SHALL BE AS FOLLOWS: FINISH- GAGE AS'1'h' SI'1.1.IFICA'r10N DD �� ��\ � I PAINTED 14 & 16 ASTM 15 )0 -78, GRADE �i0 r 18 ASTM ( 1 --72, GRADR C GALVANIZED 14 & 16 AS'rM P4116 -72, GRADE: t) 18 AE;VM 14411-72, GRADE A 37 SEE PLANS, ELEVATIONS, AVD SECTIONS FOR Vnl,f, LOCATION. :;'PEEL :;TUD FABRTCATOR TO SIZE: ALL HEADERS. STEEL STUD FABRICATOR SHALL DETAl I Tlil. SPUD WALLS FOR LATERAL S�F.A� .JA-6.11 $ FORCES SHOWN, AND PROVIDE DIAGONAL TENSION S'rRP,P: Atli; MULTil'LE STUDS WERE: kE:QIIIRED T(1 kESIS'I' TENSION, COMPRESSION, AND SHEAIt FORGES. s,m i, 5'rm) FAI'AiCATOR TO COORDINATE LOCATION OF ALL UPLIFT OE: SOE'Alt FORCES WITH GE;NERAI' �il/�. 'r'1�, +rD-1 �'I-l��R CONTRACTOR SO THAI' EMBEDDED ITEMS MAY III; PROPEPLY PlJtCED. FAGRiCATOR SIIA1,1, (IVY► o4&vV-j-IL44 SUBMIT SIIOP PRAWiNG 511t)WING ALI. Mki'E'RIALS AIlU )MNE('I lOIla. SIIOI' ORAWING!; SHAM, G ',� "l a hF -;SNF^'-+(p .Ew H':Alt TIII; ;;FIAT. AND 51GNA'CIIRI. OF AN OItEI;OI! :i1ATI: REM:;'l'1•:Itlal :;'l'ItIIC'I'111tA1, E: . ;I NEER. \'..- F � .v'1:,�''`•11-ViA'i� l�t • CXPANSiON ANCHORS IN E)(i 8'C l NG l:Mll WAI,T�S: .5 1 I r EXI'ANSION'ANCIIURS CALLED 1)UT' ON '1'Hh: PLAN:; MAY HG ()NE OI- '1'111: FUIJ.""WING: ra/g"'(' ��(1C�itg /AJNr �G 1 A 1 ANCHOR L)lllll'S MRF:9111.Y (;IU)U'I'lil) TN'r0 A II(11,LtIW ('1;1 L 1)I' 'I'll r: l;:(i S'I'I NG T IWAI,I, W1'l'H 4" 'dlN. l:Mlll )MI.IJ'I'. 3�4 'F R t(e Ft _ l 1 I :� 'xl♦3' 1�L'1GMy i � FI�w►K.5 I � L• PA11AB01,'rS I)kl .I.I:i) lN'1'U E:Xia'l'ING GROtI'l'I:D l'I?l.l,:i WI'I'I' V" .NTN, E:MHI:UMEN'I'. L 1 , Cl Ti l I:r l "Ii I'C" A�I('HUH:; IIAV 1 N(; A MINIMUM 1�1 E LI) V :It I h'1 1'1 'rE:J:;l I IN UI' /1'�11,1r•t�'�l♦(. 7 r 1200 LBS. & A MINIMUM 611I;tllt CI l' 1500 I.H;;. W I'C'I IU11 1' Pt:', ;i'l'til(.^l'I11tAL IL A I 1 IrZZ_ rr•K h1 ; 1\ DISTRESS NOTED. ��)y� [ �"�" I MI5C_E_,.L;NEOUS: j 1�, ,1 I j -f ,v d 3A i��Vw Ou 1'CD�t� ) 3i`Y� i 1 t � Tris CONTRACTOR SHAI,I, �'EkIFY AL[. DIMENSIONS AND ALI, CONDITIONS A'i' ,1011 S1'rE � Slp�.l•••tELDiO ��LDEGLIP, � N t �! � [ t2�' • , INCLUDING BUILDING AND S1'rE CONDITIONS BEFORE: COMMENCING WORK AND HF. RESPONSIBLE �� 'To Z_ I �l✓ p�,1 pal E'UR SAME. ALI, DISCREPANCIES SHALL BE kEPORv.i) I') TitE miciii,rECT. UNLFBS _ I ��'�'/. dd �,H l�.f C'El✓ ., EXPRESSLY STIPULATED, NO ADDITIONAL ALLOWANCE WIL ICE MADI; 1N THE CON'T'RACTOR COSI L z,i 3 iti AHD/OR MANUFACTURER S FAVOR BY VIR'CL1E OF ERRI)R:;, !\MB[:,U1`I'IES AID')/Olt UM1:i51UN;i WHICH SHOULD HAVE BEEtl DISCOVERED DURING THE PREP\RAT' lUN OF IIID ESTIMATE: AND DIREC'T'ED TO THE A'r'riiN'rION OF 'PIII: ARCHITECT IN A "IM,L1' MANNER. ANY ERRORS, AMBIGUITIES AND/Oft OMISS]ONS IN THE DRAWINGS Olt ;iI'I.CI ?TCP.'.- ION:; SIIAt.[. BE REPORTED K.NOG1Lv I�t?� '140, TO THE ARCHITECT IMMEDIATELY IN WRITING. NO WOld: 13 1:0 BE STARTED BEFORE ��i+�.I'l/ �,, \ -- -- - 1��G CORRECTION IS MADE. (U.N.O. = UNLESS NOTED OTIII:RWI3E. ; THE: CONTRACTOR SHALL A!oQF.6�, r!> 17CARJ� 19A� 1 -- -- � II `;ylt1'Grr •4j�� 0,ac PROVIDE TEMPORARY BlkkC1NGS AS REQUIRED UNTIL ALI, )ERkAN1.N'r CONNECTIONS AND I 't-1--1��h1 -_ - iPl S'rIFFENTNGS HAVE BEEN INSTALLED. THE CONTQAC-OR SHALL COORDINAT I%' WITH THE BUILDING DEPARTMENT FOR ALL BUILDINC DEPARTMENT I+EQUI t3D ItIS;'L:.^.TIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. 'CITE: DE'.'NILS SHOW. ARE 'rYP1CAL, AND r � 'Q 3' 2 /4 II' 2 �✓•7- SIIALL BE USED FOR LIKE OR SIMILAR CONDL'rI0t1,; NJ'.' 5110VIN , VARIATIONS AND � 'o I F - G N E o F I-�Q..1, \ _ 3 MODIFICATIONS TO WORK SHOWN ON THESE DRAWINGS SHALL JOT BE CARRIED OUT WITHOUT / Tl � x - � - � II ��7� �'4 4 Yz' WRITTEN PERMISSION FROM THE ARCHITECT. THIS DRAWING ; 'rllE EXCLUSIVE PROPERTY OG 1'�•U" "I 4 Of f1'�I f� tip.. (/a'N I°r' bbl-IF_�AL \, TY�E')C (d-��UN M g e Soy FJ'► �.- �A,�G. '�..I;� ; 4 - - OF THE ARCHITECT AND CAN BE REPRODUCED ONLY W :'CH 'r11E PERMISSION OF THE _ �I ''y�' � ,p w PJ� �S'1'L, 4 (qW� - ' t�!E�AL F�.AM �b _ I�✓ � �wE ' Gi2p7 � 7Nt r".-�- f 12_�Q7 �i2F147 ARCHITECT, IN Wr.TCH CASE THE REPRODUCTION MUST NEAR THEIR NAMES A5 ARCHITECT. �s1,p,. Iii 2 � Jfj�'�I'� 2 NEW BEAM POCKET- AT EXIST. CMU rj NEW BEAM AT MEZZ. �38 _ - --- 1 1/2"=1'-0" 1 1/2"-1'-0" \`' E 7 .� --ti - qtr-vr1~E+�P, --ul-l. -�l�Tti L' yrC Gv1-rn U rz� r-i b E�� FF ' 7 G•.tG ��h� I ` � %OIL ���� v 'r 'r .. a ti T � -- / V �� J t.0�x r.i r� ., •✓F a✓ I r.n .-+'l�.�l '�i4 � 1't.15 ✓'�lJ.G. TO is••1, _ ., , /��^. .%�'IG, ,.✓', c.,\ ;� i G i'L r'F(-tJ w E+•O Tp Ex 1 yi.C.l�►. AP-1 �$ 4 - - $ NEW MEZZANINE FRAMING PLAN SI �3 I L .e} ,t� r✓1,.. Jp r7O, N47%E-4 f,W ie-W 0 s I 4'J FRA r'1 �+�To�•�,�� 7w 1, 19 x14 1� __ _ NEW w 14Y'L2 •-�Tnlr2 H�p o HF.W 3.3,4! - 'j'L,, GOT. 1M- - --- G MEZZANINE FRAMING-CONTINUED , 1p ----- - _ 1/4"-��-D" 3/� F r�.T9(o I'L6-42 a G ,� • / I 1C,1 3/t F.' '�Co Put'►.t `` G OI.IT. �'/,��o. o-�. _��,-, ;�� � fir,--- [..i .� _�Y +poly s '1 'Io �� �lu"�-��� . -r� /•' � �' L :.•alk� , lqW)'/ �_ Cm 1A My 4a-a�lrt) � ' -9 TY° .-. P(1�'' pF/ - � "1'f G a -- - - -- -- 1 I l / i L44-4 ,may-�� NFw %I,,Aa ,- 3,�,T5 - - - _IoIS PPI `; -- I N1 ��^'� � W -- � cc r-,►.Tc•-1 �.[�� 1 J " :.v � !. �'�wr'S ��P IS it a i. A D 3 =orlayh-'TET. SMF4�C hIA.LL- L / b I„ F.�I LJ --' I ��D y �/ 'I,►0'-j I TY� ,� � �-`J, �F�a V�,, '� • � � - - ;I:,- - , �•T1 N Sal. R�4. 7✓6' (,w 6 �•, - Go ['1 E7t t� - /'�- w a,. ,� _ R 1/�f Ir !J- E�ly'1'C...a.1 tom, •�j t.A& w� �� --- - b[..I 11 -a I DI:N J �v '�� 7/°�2 r0 I I/�" r,�11 _� -- - �Guf2 `� IP o 32 ©v�l�(P PIti`� ''� �'3 '� yT sr� 6 ' - X10 JGMS®5w1. ICK 7`{r HAIL FI,�[ Rr _ -_ - 121 Li 711(.19�•�s ri - " T 'O• I -4, (0)NEW COLUMN ON EXISTING GRADE BEAM - ^- 3 NEW JOIST AT EXIST CMU _ 6 NEW SMEAR WALL, DETAILS Y 9 SECTION AT NEW STAIR ��_` 3/4'-1'-0" 1 1/2"=1'-0' 1 1/2 -1'-0" 112"-V-0' F?0.", r r•, - -- The NBBJ Group, Architects ---- - -- - Archltectura. Intenor Design F'lannlny, Economics, Cu McinaUt'!nent, " O `' r'� t� 4/16/1988 DB REVISION 1 , _ Graphic Desian. L.i` d,,cape Architecture �/' 5/3/1988 DB REVISION 2 MEZZANINE FRAMING PLAN 8 DETAILS S " i SYS PD oved 8V 111 South Jackson Street, Seattle, Washington 98104 r'ERM T T INTO. DUP (3nl.l6R 1 � �c��� .r I 9 \ Designed :7rAwn Checkrd Ddb Mi- ��_t.1��.- 1!, !3 0 ;. 1 Washington Square Portland, Oregon w,rc ' 1�'IIGIidi��P .7�r'N'r .,-_ p.n•..,.,:. ,.. .. - ,..4 .. I�. .,, .. .. ..^1!9..a:"'9, ,.-..• .-veMM. .. ..,. - .,. fjli,yM19�" PI.Wi.� �` .�'l'':: rl. � '. 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FOR. - ~� _ L CONMGGT. rJE1A/ �Itt►M / _. 1 NI ►V� i -1 -_ _ _ Ij • L - _ �' -Not, - �. AjiW`M K(0 M LA • .. . - ----� 1_ - - _ L I UEjj _ _- —- 4 -- __ _ -_ _ --- - I - �--- ?IN I RF�M�OiC i — - - - - - l"OrJ►Y101V Mll1� V.k i �, GX�S H GM RM� w i UW RIND ISI .=-. � • � - � - - - � IhLT w� CIYPIGIti,) --.� � l Yom, -, �� N j • • • 2 • lZtl� • • • • - _l t n II i _ 60 cm L� �____- _.•y �- -� • ` I •� 1 �---' ,�I ISM TE INA UNIT �` _ 1211 I 1 1 __ I - '11ME --�• M C ^ Of UP44 - ---- - I 14x+11 D 11 . \ Pkt4f. Q`l•"'t.IP`I' 2 141 4 - 4 � 1611 �_1 1211 � � I�il� ,-- - -- • f -_� � ,- 6G-2 I { 1 I am • • — - ---_ Now ®a IIS ' ' . , i I --+�--- �I IIIII r� _` � • �-�� �IT V14* RSR„ u� • rvU 8/ • • ` LCID I I • I I f OP Dt.I GT6 C,+'��, 1 i ' r -��J ❑ I I I 'Z"� i 1�-J � i",� 1 --- '>��T/f f- ,V\O U N'( • I' ---- . -- --- -- - i =._.� .. i_.. ____ _ __, • a, u � TO .0 uN a - 0. O 4 1 if . . . �" 1 • IIx 1 • >r»� 61 \ �� 1 • I I • — TIDE bC.REt' ) i3pkKlNbr• �� 4W ZN VfK., • • I I _-��__ II �� • t TU N co L - - - / • - - - - - - _ _-- --- ---- --- NOW 4• K� S Ty?I�A�� rill KW.- E.PR1NKLbR- G IM6H PR.13�,SuRE �If.LO vERiPV ExIOTIrvC� � tiU Ui�u.E - Wclltfl►JLp►.1NEC1f 1 or.s� r`TrP� aVKDINlNTk W rf►1 �- g h••ItD' 7 Mf1�,p C 1vP1u�) O" woax (.Typic") S 49w r461 (1w) *%#% wKIL*K# u 711 I 5 ANILAIL f LA1,4 ii _ (2lyw-AW C.Eluura c,w1.1.E- u7VKp I NATa l,1 r(rtir SH04-VI N6i L'fYP) I 1 UI PMENT NOTEr, •PW,iNL1 M BALANCING NOTES: E� Q MECHANICAL NOTES 1'- 1. ALL AIR OUTLETS SHALL BE ADJUSTED UNDER TENANT WORK TO PROVIDE THE AIR TU-1: 8 )). -HAx i+1UM FLEX Ol1G T_ 811 (! QUANTITIES SHOWN ON TENANT AIR CONDITIONING DRAWINGS. TU-2: 6114 K'4 SSV, FAN POWERED TERMINAL UNIT: TEMPMASTER OR APPROVEU EQUAL, .1 ' 2. AFTER COMPLETION OF AIR BALANCE WORK, THE VOLUME ADJUSTMENT KNOBS Ok MODEL HFS DESIGN 4, 115V / 60HZ / 1PHISE. ALL CONTyOL SHALL 2. SUPPLY DIFFUSER: MA I"A", KRUEGER SERIES 1100, PERFORATE[ , FRAME 23' FO ve�Ib'INa � . LAY-IN TEE BAR CEILI 24" X 24" FACE SIZE, 4-WAY THROW 5 E L LEYERS ZN ALL AIR VALVES IN THE TENANT'S SPACE SHALL BE LOCKED AND THE BE PNEUMATIC. TERMINAL UNIT SIZES SHA_L BE AS FOLLOWS: F%I� G�►MPEK. CONSTRUCTION. NECK E AND CFM AS SHOWN ON DRAWINGS. FA(E OF DIFF ER ( TY91�,L) -----�_� 71-0� KEYS SHALL BE TURNED OVER IMMEDIATELY TO THE LANDLORD/TENANT. SHALL BE PAINTED TO H CEILING COLOR. TU-1: SIZE 3000 TU-2: SIL: 4000 �. 3. AFTER COMPLETION OF AIR BALANCING, A TYPEWRITTEN REPORT SHALL BE DEL NO� 68%#-H WITH DE 111 PREPARED SHOWING ACTUAL ATR VOLUME READINGS AT ALL INLETS AND OUTLETS 3. SUPPLY REGISTER: MA 'B" KuEG6R . TO THE AIR CONDITIONING SUPPLY, EXHAUST AND MAKEUP AIR SYSTEMS. STATIC DAMPER, ALUMINUM, HO ON F ONT VAIN ODOR: X90 WHITE. 1 CFM SHOWN ON DRAWINGS IS MAXIMUM / MINIMUM V.A.Y. AIR PRESSURE AND AIR VOLUME READINGS SHALL BE SHOWN. STATIC PRESSURE, AIR QUANTITY, FAN CFM SHALL BE EQUAL TO MAXIMUM CfF . 4. RETURN GRILLE: MARK ", KRUErP MODEL At. SSMH., 350 AN" N IZO TAL .00,ArE S�f'1't-Y 1�1'`U5f. VOLUME, RPM AND CURRENT AND VOLTAGE READINGS SHALL BE SHOWN FOR EACH CO 1)R: �90 WHITEY k4i6w ON WAli, Z SUPPLY AND EXHAUST FAN. AIR INLETS AND OUTLETS, FANS AND AIR HANDLING PROVIDE ALL NECESSARY TRANSITIONS BETWEEN DJCTS AND TERMIMAL DEFLECTION VANES, AL NUM, UNITS SHALL BE INDENTIFIED BY MANUFACTURER, TYPE, MODEL NUMBER AND UNITS. THERMOSTATS SHALL BE LOCATED AS INDICATED ONRETURN GRILLE: MARK KRL'EGER MODEL N0. EGC-5P, 1/2" X r'OOR�'IvA'fE 'L� SIZE. EACH REPORT SHALL INCLUDE A SUMMARY TABULATION SHOWING THE MECHANICAL PLAN. 5. 1 " 2' 1/ GRID CORE WITH FRAME LPY-IN TEE BAR. _COLOR:_ PA NT TO_ C INC. L 'NP+GAL� Z 1719F•) FOLLOWING: b' 1 A. FLOOR LEVEL AND AREA IN SQUARE FEET OF TENANT'S LEASED PREMISES. EC-2: 6. REPLACE EXISTING SNG SPRINKLERS T�ATIDE B. TOTAL CFM AIR SUPPLIED TO TENANT'S LEASED PREMISES FROM AIR ELECTRIC DUCT HEATING COIL: INDEECO OR APPROVED EQUAL, INDICATED ON DRAWINGS. ADO NEW SPRINKLERS AS NtC1:SSARY TO PROVIDE FU L LOGA'TE +1tfaN CONDITIONING SYSTEM. LYKW, 208Y / 3PHASE, U.L. LISTED. PROVIDE 3 STAGES OF CCVERAGE. ALL AREAS SHALL BE SPRIItKLEREG. NEW SPRINKLERS SHALL 8E (,GY�RyINA1'E t,7C�0i1IA4 C. TOTAL CFM AIR EXHAUST FROM TENANT'S LEASED PREMISES, CONTROL. RELIABLE MODEL G RECESSED, CHROME HEAD 6 ESCUTCHEON. CONTRACTOR SHAL Wl?Lt• G,+ L-viN( G HELD VERIFY EXISTING PIPING AND HEAD PLACEMENT AND COORDINATE EXTENT OF D. TOTAL CFM MAKEUP AIR SUPPLIED TO TENANT'S LEASED PREMISES. NEW WORK WITH CONDITIONS SHOWN ON DRAWINGS. CONTROLS: co _ 4. SUBMIT THREE COPIES OF AIR BIILANOM RIEPORTTO THE LANDLORD. PROVIDE 1-DAY GENERAL PUF POSE TIME CLOCK WITH 4-POLE SWITCH, MANUAL ON/OFF/BYPASS, INJOOR ENCLOSURE. PARAGON AMP MODEL NO 1. SPRINKLER PROTECTION AT BACK OFFICE AREAS, CORRIDOR, TOILET b STORAGE 7007 SERIES 12OV/60/1. MOUNT WHERE SHOWN ON DRAWINGS. TIME SHALL BE DESIGNED BY FIRE PROTECTION CONTRACTOR. HEAD PLACEMENT SHALL BE M —� CLOCK TO ENERGIZE FAN POWERED TERMINAL UNITS AND OPEN CENTRAL INTEGRATED/COORDINATED WITH STORAGE SHELVING, LIGHTS, ETC. . .MAXIMUM HEADROOM CLEARANCE SHALL BE MAINTAINED AT ALL TIMES. PIPING SHALL BE AIR SUPPLY DAMPER. THERMOSTAT TO PROPORTIONALLY MODULATE ROUTED TO MINIMIZE IMPACTS WITH STORAGE UNITS AND CIRCULATION. Z I I G DAMPER TO SPACE TEMPERATURE REQUIREMENTS. AS COOLING SPRINKLERC 'N BACK AREAS SHALL BE STANDARD PENDENT (CHROME) OR UPRIGHT AS a M+� ZAN1�1E LAIC, { ' DECREASES, DAMPER CLOSE_ , PRESSURE 1NDEPENDENT CONTROLS MODULATE PRIMARY AIR DAMPER TO MAINTAIN CFM AS DUCT PRESSURE REQUIRED. j(A� : ►/ � I -DI VARIES, WHEN TIME CLOCK DE-ENERGIZES FAL! CIRCUIT, PRIMARY AIR DAMPER GOES TO FULLY CLOSED POSITION. 8. LOCATION OF NEW FAN POWERED TERMIN,iI. UNITS SHALL BE AS INDICATED ON THE 1 MECHANICAL PLAN. PROVIDE ALL NECESSARY DUCT TRANSITIONS FOR CONMECTING EF-1: TOILET EXHAUST FAN. PENN ZEPHYR Z-8, 120 CFM 8 3/8' S.P., DUCTWORK TO TERMINAL UNITS. PRO"!'JE NEW 45 DEGREE DUCT TAKE-OFF FROM i PROVIDE BACKDRAFT DAMPER AND INTEGRAL EXISTING HIGH PRESSURE DUCTWORK. PROVIDE FACTORY MOUNTED CONTROLS FOR ` 1050 RPM, 115Y/60/1. - CEILING GRILLE. INSTALL WITH FLEX CONNECTION AT DISCHARGE. TERMINAL UNIT FANS AND ELECTRIC HEATING COILS. - '1RMINAL UNITS SHALL BE L,0ADS CONTROL FROM LIGHT SWITCH, COORDINATE WITH ELECTRICAL. CONTROLLED BY THERMOSTAT AS INDICATED ON MECHANICAL PLAN. CONNECT TO _ St�O�,f1 PROVIDE DUCT TRANSITIONS AND ROUTE DUCT FROM FAN THRII NFW MALL'S EXISTING PNEUMATIC CONTROL AIR MAIN. Cross square feet air conditioned area: , q ROOF PENETRATION, PROVIDE ROOF CURB, FLASHING, ETC. _ Total CFM Supply: _�JC�LI� COORC'INATE WITH GEN'1. CONTRACTOR. _ - - - _ ,eFAI su ly per square foot air conditioned area: I�,1 (�. --_ � ' 'j� � � i •�N�/1 �� 411 G�w � i PP / V 3/411 SA I�,1•f I►JCI G,w, C COLLA NA g ' ( I✓✓✓ p I ( l II • Internal Sensible load in bulb, exclusive of roof and wall transmission PLUMBING NOTES I ��r LrX.1tfIDN X02 G�J►J�C1�101�1 �. I •z �� � lu tri+ Ex I S-f1 N a I NS't/tl.{,/r'r1f.�N. v Lights: Q�5'� g ----Q-- 1. WATER CLO.iET: ELONGATED WATER-SAVER CADET VITREOUS I � People: 1Z09�1- CHINA TOILET, FLOUR MOUNT, AMERICAN STANDARD 2109.405. I I NOW ZII V� -�IKU R� Misc.: -j1'}3Q_ DEMOLITION NOTES I i I OftR, 10 M&AANICA1. Total: ►e3J SEAT: CHURCH 5330.063. Total internal sensible Thad per square foot air conditioned area, 1, REMOVE ALL EXISTING TERMINAL UNITS AND CONNECTED LOW PROVIDE WITH CHROME SUPPLY PIPE A SERVICE VALVE. 1 ( }7l�IV /yt11 AA►11� QI' PRESSURE DUCTWORK. REMOVE EXISTING HIGH PRESSURE TAKE- exclusive of roof and wall trans;mission: I6d,000 I ( � FOR 14�.ATIDN. - OFFS NOT BEING REUSED FOR NEW TERMINA' UNIT CONNECTION 2. LAVATORY: Total internal latent load per square foot air conditioned area: . - CAP AND SEAL AIRTIGHT ABANDONED TAKE-OFF'S. PRIOR TO x33Lo REMOVAL OF ANY EQUIPMENT, CONTRACTOR SHALL FIELD VERIFY VITREOUS CHINA: 18" X 16" BALL MOUNTED LAVATORY WITH 1 I l lotsl CFA1 exhaust from entire space: Uy ;F>IY� THAT ADJACENT TENANTS ARE NOT SERVED BY TERMINAL UNITS INTEGRAL BACK SPLASH. AMECICAN STANDARD 0373.027. I Total OR DUCTWORK COLOR: WHITE. CFM exhaust per square foot air conditioned area: 2. REMOVE EXISTING WASTE, VENT, AND COLD WATER PIPING AND FAUCET: SINGLE HANDL: MIXING FAUCET, 4" CENTERSET I I 0.02. GF PLUMBING FIXTURES AS REQUIRED TO ACCOMMtOOATE NEW TOILET EXPOSED DECK MOUNTING WITH AERATOR, GRID STRAINER. ROOM LOCATION AND CONFIGURATION. CAP PIPING, NOT DELTA MCDEL 523HDF. f REQUIRED FOR NEW TOILET ROOM, BELOW FLOOR. FILL 6 SEAL ALL EXISTING FLOUR PENETRATIONS. SUPPLY: TWO 318" ANGLE VALVE, LOOSE KEY HANDLE, - IIvS"tAN�1�t�EOtaS DUCT Llht'R ESCUTCHEON, CHROME FINISH, AMERICAN STANDARD 4402,012. PO i //� I� A)AI L HU1k, -ROUND SHEET 3. REMOVE EXISTING TOILET EXHAUST FAN AND ASSOCIATED TOILET IATA ON W^µ' METAL STUB DUCT EXHAUST DUCTWORK NOT REQ'O FOR NEW CONNECTION. 3. HOT Wi TER TANK: INSTANTANEOUS TYPE 6 KW, 277V/1}, ' KEEP AS HI "H INTERNITIONAL TECHNOLOGY SALES MODEL NO. MUT-6000. WALL I - ��� �`�M �' OF AS P AS HIJ _ FLEX. DUCT MOUNT LE u LAV. _ CLAMP HQP FABRICATED I 4. FLOOR DRAI►,: WADE, MODEL W-1100 WITH NICKEL BRONZE 'OP, G0�1A,�GT �W Of 1 "S'% 10 U1�nNk C0001NI 9 IFFUS CAP - i A�AEUSI E ASNil 5. CONNECT WASTy AND VENT FROM FLOOR DRAIN, WATER CLOSET `"� ¢'� 4,i1 1rX/1C.1 UA°.M >k)R. GOMIir.`�IDN FF t FLEXIB,_E DUCT AND LAVATORY TO EXISTING WASTE AND EXISTING VENT. W0 ft6-n 1G) IN�aTAfr.1,rA1'IOI�, CONTRACTOR SHALL FIELD VERIFY EXACT SIZE & LOCATION OF RID = --- '-MINiMUM b EXISTING SER4ICES. C:NNECT C.W. TO EXISTING AND EXTEND Date RIS�R., TGR RID TO LAVATORY, WATER CLJSET, HOT MATER TANK AND FLOOR ti�" ' -- - - DRAIN TRAP PRIMER, AS REQUIRED, MATERIALS SHALL MEET rj(�I,j 0lACasZ/JV1MIrfl(, CEILING I`INC LOCAL PLUMBING CODES AND COORDINATE WITH EXISTING E MATERIALS. NEW WATER PIPING SHALL BE INSULATED. ALL OIFFUSER EXISTING PIPING LOCATIONS SHALL BE FIELD VERIFIED. COORDINATE ALL NEW WASTE, VENT, AND WATER PIPE LOCATIONS }� DIFFUSER CAP DETAIL WITH LANDLORD. 4/16/1988 DO FEVIMM I Groo - w C tj -Iry OF�Ec 5/3/1"8 DO REM"" WCHANICAL PLAN ArChrtecture, Intencx Dew- r, Planrttng, Economics, Cost Man VemPnt, 13 p GrgpFw Design, Land$Ca Aftllh iectufi3 _. —-- o ORE �/ `rw;:Mir NO:: UtilT' 4 rwMnr ...w.r 111 SOUNh Adt1fON SWOK (lT- t iW11111110111 50J84 P*0FA Oro" .._, .... ... ,.nw,.v...� .�.,,= w,u»...rrw.,,. ., «.�...n.,., ,. .. ., - «. •�v.•. ...«..n.,.< ., .—,... , ... �+.ilI ' pal f• y 11111►I1111'III'III111lI1'IIIII iI�IIIII IIIIIIIl111II1111IIlIIIIIIIf1IlI'IIIIr1111l111l1111) I1III11111i1I11111I111111lllllllIllilIIIIIIll111l1llll1111,Ii1lllltlllflll,Irllltl1,1t1111t +a j- 2 3 4 5 6 711 118 9II 12 I0 NOTE: IF THIS MICROFILMED -'' ""- "" •-'"•-- """- ' DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY 3F Tlf ORIGINAL _ - -- DRAWING. AE 6" R7 LZ 97 52 b2 E2 72 12 02 dl 9I LI 91 SI bl EI of II 01 5 R l 9 I b U 2 qll"ull"!lulllnnlnuln"lnulnulnnl""IHHIu"Inllin"tinllnnlunln"In,IIIIIIIIIIIIIIIIIIIIII111IIIIIIIIIIIIIIIIIlIIIIIIIIIIIIIIIIIII""111111"IIIIIIIII111IIIIIIuIIIuNblilliNllw1�J11>11J"IIIIIIn"I"�tll"IIuuIIIUUIIIrIlliliuililuWlilllulFiubulttWbN1 '' • APRIL 11 1991 r4 zt 'rc r � A A ET y Z s xN Au:T r� ` -, TO"1A►L�N" WN[N TOILGT L11.,W'T FI1tTWIlE TYPO (T G11 SINC,LE CIRCUIT Lt 11TDLtCI` 40000 SEKI&S" LI HT 'T'lll►cK t► 'ON !.� i I Y'PICAL) vJITN 'v1►►'CTE WNVT G •INItiH SWAT •M [J, CHAIN MUN ` ON ALL tIV[ END. 1lEF'LR TO ARCM. OW i011 EIIACT >"04►�'1'ION, i TIlNCK3 1.lNLCSS PtlOV10t: t.IRf�UN('3 CONnU1'f � INITALL f'C.R T_. T-, T . o A F, y MANUFACTURER'S 'NCCOMMCNhF.' IOt416 (Sp S0 SIC �YP+tI►L� - -, } __ _ _ _ z T--r-- .. 112-41 2 12 --- 'tYle[ "M" FIXTURE (� - _� - I�I (TYt! / Fj• 11 21 ?.'! 2+4O�TY,•,)- �t3•�t,Il X140 ) O �I TYF TYPICAL WITS+ Mo%0`1JJ lwT - _.. 4. AL1,_ �2 --m .) %►o 30 �o �/4 I s L -_ - d - _ stt row �Oi!yT IIIJO ��LT'GLrCI\ lii� q � I oW �` Q O C) D O O Q Q � - � j _. t- 3 -- --- _--_, � z/ao _ _ r MMRDw�•hE CAs`[ -- --- \ - 'p - _�— 3 ib• 51 '�B I _ - - 1 ° �___ 4 , 2e I ! coMYtMv tqM �kEiLiMTk(.LF_ FOR Cc,w _ p, 0 0 3 N 30 A ,TYP�. 2,-1 PICAL) Ste%HALET CE40U�?`(r� O O C� Q � � IO 0 O pP 4 -- a 1 i�ao '`� Q roa.�ETr�,IL ; I � TYPi i 4ou� Z� 10 0�K 0I A t~'T, I So ' �ci 2(4qu ) r O 1 10 BCW VOLTACA1 - q O TtaIANSFOIiM>Yt'. Rts>dVi �'M� H � �' . C I1's'.! 01IL1�C.1 rS 1 +i0 30 0 0 N N tv MFrr1. 1N*''� '� 1 1 32 - 1 1 1 i0o too ; ('� ' © s S , Q S S 4 S O 4 I • 3 I I O 3 1 Q O S I - - -- --rt - -- - , I O •Z,4- IK TAU. La1N VGLTAKAt I ,� _Q O O O G O O O Q 1 1 I _ 1 wtla cawctcALc� -- -- - - w - WMI hANCL ALE - _Y J 0 -- T--- ;"� O I © O O J 40 RA O Q loo 1 ° - 0 O j Q ( O ► ° 2i4ou I c� - 'PO A'SI �1 VIA TIME I tiu ib 2S, 'Z1 I I I 3 j S I 3 _- i S 40 Z fWIT�1 'IA"�TO1�K•100� �0� Z ! (^� I ,, S a �+ .-_ ! © b ° �' I I c 5 t "Lnbl[ A►AUC0." C1lTCRlotZ I - 1 5 I 3 S D 0 O )140 --_---___-- SIOIN %^CKt.I(gWTE0 33 I Il5 ) --- 15 O ` 3 ' ' © � O � I � O AA O I ' Z^40�U�TYR) I _ J' A•I,'�,�,1 10 7 R p �e- ao 1i o 0 0 0 0 0 0 0 4� -- A ���►�°fa�` I� i t(4o��TYt�) o O Q Z_ DI » �,s,1C , (TYf nz 2�ac 1 3 Q © I i (TYP) 2,40 t �O ► I ---- 2 �40 COtvTINUNTtO O 6 p 5 S �T HTIN CCN IlOL 31 rfimom © I © 1 I �"o IO - _ p t � I (� IO I � Irt. R p, I - M d (TYr) 1 i CO) f�=Z� �-- z0?4U . 0 i a 2�40V - NOTE ALL LI CjIll FI Ili t% IN STOCK ARhA %W-L NE '1S I i ° CQORpINA?[ WIYH ANCA CLEAN kLL O 2� ;_•.._,�.._,,,,,_ _ p• R ._• - _ J P�Z1NKl 'LR NEAt"JS, MGCHRNICI�►L, NtI'1Nfa, , 3TIlUCYM1t, ,� -` © ~M' ��� Ns `�' ANo STOCK STo1lAGI RACKS ° + a 0 0 0 0 0 0 0 0 0 0 0' 0 0 0 0 0 0 c' 0 0 0 0 0 0 0 0 0 0 — 1 --rS •12, A ` 12 D I 2 - T� -l lo,16 20 �TY>') i T -- --- -� 0 - 19.2,224,2 (TYP)� _---------- FLOOR PLAN - LIGHTING 1 NORTH 38 --- - — -- _ F CHAIN HUN .rr-nrx�c�.rtA4C CJ)•Trr. c _ i TY�tCAL) zwu►1vo&Rouwo(oMu�,r)�J4-r�tx RrG�'f�7 � ! �X40 �' �5 ' I " �• -- �ulPccRD - e� -� 1 F ! 0 0 0 -- -- --- - 40 0 0 ------ - � o a yN :' ('!) -TYr.- _ uNnER COUNTER E--- ' IN C1 ✓___- -- � C7Af� �' � L��1HT t+ A0.S W 1llGn N€ ' Ta RiCCp'' C ACUIT \ SEE POWER L N _ ` S a• pMtwC�' J bre� �(,1�•IT~( " — 1 �"�-.1�L(/Pi+C tL • �---�� ICC D Gat � ►,'� ELECTRICAL MOTES Cdr" C►� _ -� �-- —' j yy-- COUNTER - FOIC LEVATION - CUSTOMER SERV'IGE t. EXISTING METER SOCKET IN LANDLORD'S SWITCHBOARD, COORDINATE Ilif ALLATION OF KWH METER WITH I.ANDLORD. -` wwro _ �jl—011. 2. PROVIDE FIVE (4) G.E. N1. RMS-4A, 12-POSITION, MASTER SELECTOR SWITCHES FOR LIGHTING CONTROL. PROVIDE A REMOTE li - — CONTROL RELAY PANEL AT PANLLBOARD, LCP-A. PROVIDE G.E. RR-7 RELAYS (QUANTITIES AS PFR SCHEDULE), 75-VA 120/24-YAC TRANSFORMER, RA16 RECTIFIER AND TERMINAL STRIPS IN RELAY PANEL. PROVIDE CONDUIT, WIRING AND CONNECTIONS BETWEEN SELECTOR SWITCHES AND RELAY PANEL- AS PER MANUFACTURER'S INSTRUCTIONS. 3. ALL LIGATING CIRCUIT HOME RUNS TO BE ROUTED THROUGH A LOW -V9LTAGE RELAY IN LIGHTING CONTROL PANEL LCP-A UNLESS �_GUlll' W-r'tOTI W. 1'�IICL- NOLry INDICATED OTHERWISE. • ' 1 'b1�G�' � Ii�� 4. NIGHT/EGRESS LIGHTS SHALL BE ON AN UN-SWITCHED CIRC'J" Q T S. ALL TYPE "A" AND "AA' RECESSED LIGfITING FIXTURES SHALL_ BE PROVIDED Wllri 2 110 JACK CHAINS (Ok l9 GALVANIZCD STEEL 1 WIRES) SECURED DIRECTLY TO THE BUILDING STRUCTURE ABOVE SUSPENDED CEILING. �.=402�7 6ttCt�S WIPE CAAeA 6. REFER TO ARCHITECTURAL DRAWINGS AND DETAILS FOR EXACT LOCATION, MOUNTING, Ai,'[) TYPES OF ALL LIGATING FIXTURES AND M ,�=t►12� ti ----- PUCE KT C-KCO OUTLETS. ('!%LICE 7. ELECTRICAL CONTRACTOR TO PROVIDE IIONEYWE�L SMOKE DETECTORS AILD FIRE ALARM SYSTEM DEVICES, WIRING, AND CONNECTIONS AS ZRt CO�VtJ - - - REQUIRED BY LANDLORD AND LOCAL BUILDING AND FIRE DEPARTMENT AUTHORITIES. I B• PROVIDE CONDUIT IN WALLS AND FLOORS FOR ALL LOW-VOLTAGE WIRING FOR TELEPHONE, SECURITY, MUSIC, DATA, AND CASH REGISTERS. ABOVE CEILING WIRING MAY BE WITHOUT CONDUIT PROVIDED THAT IT IS "PLENUM-RATED" AND THAT IT IS INSTALLED TION �' CUSTOMER SERVICE - FDIC � PERPENDICULAR WITH AND AT RIGHT ANGLES TO BUILDING LINES AND DE SECURED TO BUILDING STRUCTURE ILL LOW-VOLTAGE WORK `` SHALL BE CONCEALED. 8C�1LF 9. ALL TELEPHONES IN SALES AREA ON FIN WALLS ARE TO BE WALL MOUNTED AT +60" TO CENTER LINE OF TELEPHONE, AND 3" FROM THE FAR EDGE OF FIN WALL TO CENTER LINE OF TELEPHONE 6ACKDOX. 00.711% FOLK LOW4 I pL �W , dx IS'C�'[!IG N 'I`t1,4. z _I 150 AW URC.tICT �L L. Dt: ; Lor,,A TOG IN 9Ap^M'Tt '9UV- P"W I't'GK+. M%&XG•N _ =-"TiIf4GY1T GNU-•---- ro 1► -- r �� I E,CC?N?N�IiZOU"� I"1R011►� -�lJC7'f.�•Nt�l. 10 Oil XT 3;T1M0M ?NVIAIW C•yk'VIDS TL7 PSCLA TE D C"•�hD - - - �BAK•-UF' COUNTERFDIC) �o Iwo ruillN.CA SIJ Nuf,00, - - -- -_- .� •�»• ,ir N. 0lSc'rp11D^of NwMSIM~ REVISM 1� 116J Grc up, Architects --� o T ����,vRurfSs.\ a/aii0ee os RjV1=N 2 11.t(Tr'IMCAI. a ._ Ar t ure. Inte►►or Cue's+ ), Planning, Fcom)mlcs t;oSt IVIIyMyelTlent, 1��J I o i v`� �Nol"(� o Lsftm pLm # dti e0t Graphic; Design Landscape Amhltecture fd+ Q awlri" i" _ C" t '" r-rPMT.T NCD„ LALJF' 80(1 ,00 215Cdulnt>* ° '� Ste.NMI r+,`2������: __ - - nos�owd sv -- - I 11F 11 qui Nti W N 5� �` - -- - - __�.. _ �!"�!'�!► r A Ali►. Stlset, SwWt,V11tM►il gmm SIM + �,- ...... , Portend,Ole{�an ;VIII► 1111111 1111111 1111111 IIIIIII IIIIIII IIIIIII III{111 1111111 IIIIIII IIIIIIIIIIIII'f 'I►IIIIIIIIII►t (IIIIIiI111I!II IIIIIII IIIIIII llllll {II)IIIIIItII)I IIII+IIIIilI111Illlyllll� I I I I I I I I I I � � I I I I • 1 2 3 4 5 6 7 t3 9 !0 11 12 f NOTE: IF THIS MICROFILMED __..•...___.,a__...... ___a.____ y: DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY Or THE ORIGINAL — _ -- — DRAWING. Ot ez 92 1e, 9Z si b7 !2 Z2 Ic 02 61 RI LI 91 SI bl FI i!I II 01 6 9 L 9 S •r• I, F 2 1""•" n1I11n1nn{nnlunluuhnllnulnnlul111111IUUIuuluu6nl{nulnrluulnuln1111IIlIIlI1III11I1111IlInIr111111!IIIIIIIIIIIIIIIIIIIIIIIIRIHIIIIIII!IIIIIIIIIIIIIIIIIIIIIIIIIIIIlII111IIIIIIIIIIIIIIIIIIIII11111111111NIIINIinNIlullNllinHhH111,u�i11111II11111111I1W11111 APRIL 11 .1991 GENERAL STRUCTURAL NOTES CODE: ALL CONSTRUCTIO14 SHALL CONFORM WITH TETE UNIFORM BUILDING CODE (UBC) 1985 EDITION. u 7 „ • DESIGN LIVE LOADS: NE'LZAll1NF. 1"l5 YSF - ("pl•lT �Qs "r�' (�I� , TM� II �i SEISMIC; ZONE 2 N �'ul.l, l�ll►�TI-I t`.vlZ. il'�,�►1� �, � N� ^-O� ' f-.1`0 / o INSPECTION: �4 T,I0-T4 --II --��f I -- , , iv�4 OMG� ` NO �+ur� INSPECTION BY AN AFPROJE) TESTING LAB SHALL BE PERFORMED FOR REINFORCEMENT I,ZIE PLACEMENT, CONCRETE PLA21:14I NT, PRECAST ERECTION, AND WELDING. AE.,G PREPARED SOIL BEARING SURFACES S114L[, 13E INSPECTED BY A SOILS ENiGINEER PRIOR TU PLACEMENT OF REINFORCING STEEL. MA3:1JE''t CONSTRUCTION SHALL BE UN-INSPLCTED. INSPECTIONS: NO SPECIAL INSPECTIOtJE; Al2EE REQU1RED. NOTIFY BUILDING DEPARTMENT FOR BUILDING C. ta✓Prl I' �{ DEPARTMENT INSPECTIONS AS REQUIRED BY LOCAL ORDINANCE. - Mll.cv� br r f,"jELp SHOP DRAWINGS: }, TO"rILP•GF- 1 JOI�l,�j I � i / i � Y��-�� ,,,) I� / F-1 ',4 -- _ -I.OP-'f�',Gx IF FABRICATOR'S SHO1' D',L4WIt1GS DIFFER IN DESIGN OR ADD 1'0 THE DESIGN OF THE - - -t GOt., r"IE-+. TW-� e4 -�""�' STRUCTURAL DRAWINGS, THiEi SHAr,L BEAR THE SEAL AND SIGNA'T'URE OF AN OREGON S'PATF. ---�`KldL'.K. TCS I // =-------- ,-i ;M7C PROFESSIONAL ENGINEER. SEAL AND SIGNATURE TO BE AFFIXED PRIOR TO SUBM15S10N 3-4 -__ OF SHOP DRAWINGS FOR REVIEW BY ARCHITECT. GENERAL CONTRACTOR SHALL REVIEW AND I I / ___._-_ C91oc MC'�,Is.L f '(kg,AD - APPROVE ALL SHOP DRAWINGS BEFORE SUBMITTAL TO ARCHITECT. THE CONTRACTOR SHALL +' • /� �`LI SUBMIT SHOP DRAWINGS TO THE OWNER AND BUILDING DEPARTMENT FOR REVIEW. (ALLOW ' ,.' / --- TWO WEEKS FOR REVIEW. ) /I� �3/ I T �- �, �J a STRUCTIJR�,L STEEL: c - �'.}2p.$r{j Tc�I L STRUCTURAL STEEL SHALL BE F,STM A-36, fy = 36,000 PSI EXCEPT' PIPE SHAPES SHALL BE i I I 5 I� II ' ASTM A-53, GRADE 3, 'IYPIs E OR S, fy = 35,000 PSI AND 'TUBE SHAPES, SHALL BE ASTM --- 1 a %�'• - - - - - � L4'x`4` �(m�� M A500 GRADE B, fy - 96,00( F'Sl . UESIGN, FABRICA'1'-[ON AND ER:EC'CLON SHALL F!E IN /t TI-hC.LTI� I� ACCORDANCE WITH TIE 1,L"E,S'I 31 ITION OF THE "A.I,S.C. SPECIFICATION FOR THE DESIGN, FABRICATION AND LERE41C'ILON OF STRUC'T'URAL STEEL FOR BUILDIVGS". ALL BOLTS GrI L► '� C��O1.IT SHALL CIPIFURM TO THE LATEST ASTM SPECIFICATION A.307, BO11PS 3/4-INCH DIAMETER G�1.t� '40�-+D.Al UNLESS NOTED OTHERWISE. IiL-L WELDING SHALL CONFORM TO THE A.W.S. D1.1-86 12�, wHf_eE "STRUCTURAL WELD]:N('a COL-11:1' . ALL WELDS SHALL BE 3/16" MINIMUM UNLESS OTHERWISE rAg& �t� a'Gl.,t� NOTED. WFLDING ELECTRODE:. SHT',L BE E70XX LOW HYDROGEN ELI'sCTRODES FOR MANUAL i LEDGER AT EXTERIOR WALL 1� NEW BEAM TO EXIST 'l TYP. STEEL STAIR W/ RJBBER TREAD � BEAM IN WALL SHIELDED METAL-ARC WELL 1 NG OR EQUAL ELECTRI)ITE FOR OTHER WELDING PROCESSES. ------- - WELDED JOINT'S SHALL C:)NII ''0 A.W.S. PREQUALIFIED JOINT DETAILS FOR WELDED 1 1/2•=1'-0• 1 1/2"=1'-0" � -1,1/2"=11-0" ' � 11/2"-1'-0" CONSTRUCTION. SHOP DRAWINGS SHALL BE SUB14vrTED TO THE ARCHITECT AND THE BUILDING DEPARTMEMT FOR FF.VI::W PRIOR TO FABRLCATION. ALL WELDING SHALL BE l ' PERFORMED BY CERTIFIED WELTER';. STEEL, STUD WALL FRAMING & STEEL FLOOR JOISTS: USE 3--1/2" "C" TYPE 18 GAGE STEEL STUDS AT 16" O.C. WITH 16 GAGE: TOP & BOTTOM TRACKS UNLESS OTHERWISE NOTED. MATERIAL, FOR EPIUDS AND TRACKS SHALL BE AS PJLLOWS: FINISH GAGE ASTM_SPECIFICATION DDI rEE ( F) _ __— _ —--- _r PAINTED 14 & 16 A&Tm 7.511•-78, GRADE 50 1.8 ASTM (1:.-72, GRADE C GALVANIZED 14 & 16 AE'PM 1.4'16 -72, GRADE D 18 AE'.'CM F4+1,:;•-72, GRADE, A �� - - SEE PLANS, ELEVATIONS, ANL SECTIONS FOR WALL LOCATION. :;'^EEL ;STUD FABRICA'T'OR TO <s++ll� "4 C-rliI --+ SIZE ALL HEADERS. STEEL STUD FABRICATOR SHALL DE'1,mi,. Tinl SPUD WALLS FOR LATERAL, FORCES SHOWN, AND PROVIDE DIAGONAL TENSION STR1,1 ALM MULL'LPLE STUDS WERE REQUIRED TO RESIST TENSION, COMPRESSION, AND SHEA11 FORCES. STEEL STUn FABRICATOR TO COORDINATE LOCATION OF ALL UPLIFT OR SHEAII FORCES WITH GENERAL b/t T�(a hTu�-L AR CONTRACTOR SO THAI' EMBEDDED ITEMS MAY BE PRUE'EFLY PliNCED. FABRICAT'UR SHALL ���fv1•�✓D ��aT�+l�+(s SUBMIT SHOP DRAWINGS SHOWTNG ALL MATERIALS A14D CONNECTIONS. SHOP DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF AN OREGON EiTAT E REGISTERED STRUCTURAL G lip Oc• Eik�rlJ 4 i0'oc, ENGINEER. } C 4rU,'1CDs�.T-5,40011r5 EXPANSION ANCHORS IN EXISTING CM_0 WALLS: S „er ,�D�ST - 1 EXPANSION'ANCHORS CALLED OUT ON THE PLAN: MAY BE ONE OF THE: FOLLOWING: [jf$"'(� X' (yWe, -_- G,jr�T' ��► A- a) ANCHOR BOLTS FRESHLY GROUTEL', INTO A HOLLOW CELL OF THE EXISTING WALL WITH 4" AIN. (EMBEDMENT, -- l.11•}�4 I.•YId.1� (/ / � �4 r� r`Y� �� I T O`S pERPENDIGU�AfZ- a �x� � C`fI TO JOiST& P�vIVE 3/2' — �E• V'� b) PARABOLTS DRI :.LED 'INTO EX:FSTING GROUTED CELLS WITH 6" MIN. I I _ r-1 Lev f ,'I '' 4� -rO "1oj�� X 16 GA MTI., 5TL425 �Q x EMBEDMENT. i i { I II C' Q �IA60NAL�Y �' U14; 12 _ 10-�} FROM TOP T�AG►l TD c) HILTI "HIT" ANCHORS HAVING A MINIMUM FIELD VI;RI:FIET,) TEASION OF r, LL ! � _ I 1.200 LBS. & A M1141PIUM SHEAR OF 1.500 LBS. WITIIOLIT P.t:'i ST3UCTuRAL - - - - - v DIS'T'RESS NOTED. MISCELLANEOUS: g rP - -T_-_ - p s k}( 1H AD �U l*T I 3/(0 3-12 1 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALI, CONDITIONS AT JOB SITE � 9^ cjl�,l. 6Lv'(a *qf,I, INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCINC WORK AND BE RESPONSIBLE IyI WELD'f0L - I - -------�- �1.�• � rI�`� �s�/�� y -•�yk �,yt►ll� Iry�w,� FOR SAME. ALL DISCREPANCIES SHALL BE REPORTED T) THE ,'ARCHITECT. UNLESS �E LEI. TO 5j / E ---- - - t, _ C3�3i �,�. 3 EX,�RESSLY STIPULATED, tI0 ADDITION,4L ALLOWANCE WIT, , BE: MADE, IN THE CONTRACTOR I I� GpIJ r L Z�'L -I - �ODtZ.10brPF.Ri (o AND/OR MANUFACTURER'S FAVOR BY VIRTUE OF ERRORS, AMBL3UIT'IES AND/UR OMISSIONS r ''I� L WHICH SHOULD HAVE BEEN DISCOVERED DURING THE PREPARAT'ION OF 13ID ESTIMATE AND ;��DIRECTED TO THE ATTIENTION OF THE ARCHITECT IN A ':'IMELY MANNEER. ANY ERRORS, _- - AMBIGUITIES ANSI/OR OMISSIONS IN T'--i, DRAWINGS OR SPECI .''ICA-IONS SHALL BE REPORTED -- �>►C� T�) THE ARCH?"'ECY "1EDIA']`ELY TN WRITING. NO WORK [S '.[0 ESE: STARTED BEFO:2E / `l, �I-�6'���IZ� •�- —T-- --7 COPRECTION IS MADE. (U.N.O. UNLESS NOTED OTHERlIll THE CONTRACTOR SHALL JK (?F,bZ, 'r0 rtII,J(� �✓A^ I -- - - �INR"Gv yT a. -10!�'iS� PROVIDE TEMPORARY BRA'INGS AS R1IQUIRED UNTIL, ALI, �ER!VtJl NT CONNECTIONS AND {1jP.i>✓41 STIFFENINGS HAVE BEEN INSTALL 3D. THE CONTRACTOR SH1,LL COORDINATE WITH THEA, , SI' I GL.(o, I G12• BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMF14T REQUI IED INSPECTIONS. DO NOT i �rl� rf �, r- - - P +`I I I t•g'�`�j'I2 '/4 II'/Z�I SHALL BEUSEDFORSE;LIKEY WRITmEN DETNILS VARIATIONS AND G�`JP�_^v' 11 (t' 1� L. I`E•OF {-16.,L. I I 2 ✓�•((� c ' �,Gjp� �C4) 3/ SCALE SVOF'N. ARE TYPICAL AND - MTs.I AIN Iti -- - - �� M.$1 E it ov �� MODIFICATIONS TO WORK SHOWN ON '('HESE DRAWII'GS SHALL VOT BP CARRIED OlJ'1' WI'PrTOII'I' �� J 4 t�ol� FINKS y'r It� rj�' �J,l, 'X� �-It�ON -� � 4 --�\ fi WRITTEN PERMISSION FROM THE ARCHITECT. THIS uRAW1NG :S TETE EXCLUSIVE PROPERTY �w �P.• G� i I'i 4 w� ?W� OF THE ARCHITECT AND CAN BE REPRODUCED ONLY W:TH THE PERMISSION OF THE -AllI' C4 I"11GTWL r r^F'1`�6 _ 10 G12x�•7 ,c of �C rieiq I� I STL• �"I b 12+� 2 E 14 ARCHITECT, IN WHIC'1' CASE THE REPRODUCTION MUST BEAR THEIR NAMES AS ARCHITECT. } I�G x 121 �;« �„o �� -�-J � DluI' �- *22 0 NEW BEAM POCK AT EXIST. CMU �j NEW BEAM AT MEZZ. 3$ -- --- -' -- — /;� - 1 1/2'-1'-0' I 1 4 � 1 1/2'=V-10', - ihT 'l,7 i5 c-e� q+3'l�� •1/.} w �jl/� „oro C��.��f- rvC► 1, �E.E FF C GId�I''I .Il : Py � G0�1� r/EV "i''JC�� hF� (lily l'. V v!>�ie PJI✓A'r' 4/l,, 1/4 'it -I6 C,SI�G. TO at- �� G 12 '-° NEW MEZZANINE FRAMING PLAN 38 dl J r'1A''�GH l.lt�• IL' J — NrlfE: �Ir.W t-.Wl.(_d � ►7� _ FKAr'I t�W , V�,c•{ I� ��Imo,Imo(!! � 2 a „ ��� p !:i •� Cv�� • C2 I 1,z1x 7.4l C.O L► I '� i �I._,�IS'S GI!d 1;2 / '-�'I. Jobs �s I 17 MEZZANINE FRAMING-CONTINUED ���, rN /f; c, v, I _ fo I , � �I� 12 '�' ��• C�I,1T, r-It�7�••l.� _ � PH'�/ r, �� , �. /2*✓�I r O•�. - /!� P_ , �`l l �-Y J/�,y,�. �iM U - --- -I r: �90'GK.C_4 ' 2 l•4`!�1L� /f� I 7 P� r gc, L"_4 0,G EII.•� o lr.7i 7'11 5 { -v t Iv wA•U / -- - -- .. / " I -� NE�I2fi•D Ad"p G«+ €•I' — 'j<>.`{r'4�1 uV 5 TS �OI4iT�i r IN& �I.fi�t`� J' p - ,�_— A. 1 C,s� b + L W a� 1=Gt �� T4!5-1 1 (�;— vl4r rEs-rAAN -� Jy� cc ��'�:� _ T� +moi-t,�2 Firs? r a t'IA-Ti:.r'-+ 1+JJ 0 r5� +E1,1- ---- - - 7j1/s cr(oy-I h Oil MQ, b I11I'- ,' i �� ��a�Ur I �L1D`�t�illv�lT�r � � i 1611 P All _-.,,�. ._ .� _ ! II o- �✓b Gw6 �, Oa 7 ��E % A:lo ___-- a atiE Fn INc�. Gl.m. 7n1p1`IN1`O���UD� E �2��' vT`'(p, 4- a I���/? .����� 10 TIfr --- MAIL FSR R6 ►�} 'f (o" = til -o Z Q i NEW COLLIIV►N ON EXISTING GRADE BEAM 3 NSW JOIST AT EXIST CMU._ 6 NEW SMEAR WALL DETAILS � . g SECTION AT NEW STAIR _ 3 -- ----- -- --- - - - ---- ---- --- -- -- - Nf2 GT-tl.A �11�. 1 1/2"-1'-f�' 1 1/2"=1'-0" 1/2"-1'-0" .,, The NBBJ Group " �� x•/16/1981 DB REVISION 1 Alchltecture, Interior Design, Planning, Economics, Cost Management, ° "— �2 5/3/19E?8 DR REVISION 2 MEZZAEtvIME FRAMING FLAN & DETAILS Graphic Design Landscape Architecture ' 3 5/16/8>:1 !�� REVISION 3 71 �- - Date x/ 19$$ Approved Br 111 South Jackson Street Washington 98104 E 1 Job No .attle, Washm Des,gned Dravvr, Cher:ked - - PERMIT I'4C], 13UF 13E3Uth8t i _„ Washington Square Portland, Oregon 1 1 13F 11. ..,.,.,,, rt - - - - ` Ji�lilr.:. . ...... -....._.... 1 III Il Ill Illlll, III Ill Ill ril TIE ►11 IIP 111 II il) ttl !111111 llllPll !l! !I PlP PI! PII E�) III EIF Il! 111 Ill I�, III III III III IEIIIII tlllllP PlPllll lllll,l�lElllll } rE^1! I� . . .• � I- '� II I I I ( I I ( � 1 1 X 1 1 � I I 1 ( 1 � 1 1 1 ) I I I I I I I I I ' • NOTE: Ir THIS MICROFILMED " —I"—" ------'2 5 8 7 9 9 110 It 12 ' DRAWING IS LESS CLEAR THAN + TH I5 NOTICE, IT IS ME To Fiu THF QUALITY OF THE ORIGINAI DRAWING. f 1 eZ LZ 9Z SZ 07 EZ ZZ 12 07 61 61 LI 91 51 bl E-1I 7,{ II *11 6 9 - 1. 9- 5�" b o1.-- Z 11'""•'"' ' -' r"IIINuIIulLlubulLlul►►llhnrl(111�unllaP�IlMlnnlflnlunhl��wllulllnulull{n1111rnI1N1111!tlnitlulll111�b1f��llldul nMhlll�nEllnlOnFFhE�uhhuE�ElElhd�rlluYpA�l6nlllPLllnrllnrrhtlllUuul�INE�IEIII�IWllhlllll►IEbuwglhll! ' ' , APRI 11 19 9 1