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REFERENCE
<br /> DOCUMENT
<br /> On
<br /> r -
<br /> 0(pIgRAL 4SRUCTURAE NOTES !
<br /> i
<br /> I I'-AN ..- ZO toj° type rW,'lL-5LA&Oq 6,rAPE;- - 'GOI,LIMN COD33: UniroyalRuilding, 1973 Edlttpn ..
<br /> .. ' n i a I n -. - sees _ i •• + ELI's VA IFS sees 'exp.JOIN'( LIVE LOAD: floor.S:ww. . . .. . . .. •Wpar
<br /> 2O.0 2O.o xO.O L'-an
<br /> .. . . - - ------- --._ -. _ -...a �...5'•}e. 9'•¢" .. RDUND LOLAIM14 0typreaseson: . . . . .Deep rut tw°aiF.
<br /> v C
<br /> Floors:LD,
<br /> Elevator 1 errldo s
<br /> ILO" lop c.eINF.ItqXwAf ra'krlog Level.:: . . . . . . so pat u
<br /> �. _L - __ r/ ilea N&; Z.LLR M.MnIr u.stud Electrical. .. .Roo. . ... .. 150 Par
<br /> lop a t
<br /> Oro.A Flcoree 00 be
<br /> —I - m
<br /> 'Jaiate Zone: Na.3 ) p
<br /> _ e1:a Pma (D 3e) vat
<br /> _ ._ • F FOUNDATIONS: Allowable su..It ba.rinil Stone par .a4mare foot(DL•LL), All
<br /> r r --- - - --- -- - - - - - --- - - - --ti=i- - - - ----- ----- -- - - ,-- poLY1s1N�Ll.u� column feeli s must rest on undisturbed earth..The elevation
<br /> r1 7'-4'_,1"5-4'�,.7'•!P'_ .I -. or 1
<br /> • r L _ I of he bel� apt ells}.}M bt kflllr'with -A
<br /> w•rateo' i
<br /> 1 rag it' A e
<br /> = 1 a vas a n
<br /> L. '--- T r--- r---� r--_., G2 I• I'I -0• 4 `t-_ CONCRETE: A,per+lafm- All atrrecYrel aonoreee nonatruation atoll be
<br /> I Gen} �' fy� 0 67RAYGL supervised by a aYaltnraa caaoraee eaprntclan aat.otea bP the t
<br /> I I-� I I I '-I I I ~� i%'A��i d 1;I N •. _� 15Pt'lvl"I REINF•BA.wAY contractor. d :.
<br /> O 1 I I CJ I I I I } I 1 iron I I _ �ffra.s reluM;3"aLe I
<br /> l - I L I I I I I I I I -__ - ___-_� I V r t I gi P r a strength -The.lessee 28 day errors-te comprdsptve acr.ngin
<br /> L-- J L-- J --7 - _ --, _ ^�'--------'---�I
<br /> I r ` L- J L-- -J f - - - ARE 1 WAY P I°i gyred.which hallbe02500 Pafofmi nl)con All concrete
<br /> re[ M a
<br /> '� i lit o except
<br /> Slabs
<br /> wmal weight.INintaum cement ContcrIt aoka per o.y.)lshall
<br /> e ; 1YP 2 1 ,I I— UAL ben determined by tact.
<br /> `.fYP65 tYPE2 I• V "�YPr SQ L FDD111I4bf (7F7Aith ti
<br /> .. N I I Flo I r - sees. I' - 1'- I'I - hD b Ad I hLN�pIJ I: PG slump
<br /> ns columns.bases andl-11,8 Soh.. ad Mickerl shall be 3 Inche rg to Ma.
<br /> ",Id 5 GoNG. trAFm W WWF b,fs:Wl• a r. I t-_._ NEE I'd..(NW F• 9�P(s�BNLE.
<br /> I'I )r / WI.4 I h rw .sues.. . .,Mar-11 1 as tnan.S SpghPa,At19 s
<br /> •VI .-Ida .OVER: `I LY5111'(I.CAJE VPPOR gAp.�IP 5. n aggregate waxes for the eneiotie-m'YUias dti:f b gip'""
<br /> I �pp•w "'-I use I fellow,..3/4"-a,lY aad beam..I•'reaadetle..,T-fl2 .
<br /> I 0 1 LgJ Ovrm L?5 I E 1J 4'J'' I ' TYPE WJ.of Fa9Tili4q 'V,)' `p• 'Per•RE�NF. 'IaP REirl au ether 1
<br /> �. I.I I PI_ACE9 23m ELev EA. IrJNr E.A.WAY p0Ce•• -
<br /> f y I I I - - ",pj I I I,j I (p LI2'•O" 1� 9"fp II @ 12" Jr(o2 if Pnmped Meaad Concrete:To emnferm to Engtaeared AppemJmd
<br /> 1© '_l._.__} _.._._. I .,. ._.__._-_ F _...__. -. _____._.._._.._- _ _. _ _..J:.V __ - _ - _I_. Dselen Miss having a madmum e!a 6.1 slump tar plaathR
<br /> t
<br /> I I %�b/ I �Ii - epaPreea 6 m
<br /> I- 4 J I. -'A' - .3. I ' ZI2'C' 6' 4' I 2i-U.. rg r�C' \t-. Z�dCpRR All oonarete'halll..atain NaaterWildera••Foaelune tails'
<br /> --' - -- i - I -- AD"IE70Rg: tun. Concrete at the groud.floor 10-1 shall W 6'f ei
<br /> 21 Z-O' 7'o' 2 0" ae fey�r
<br /> 1 L entralaed and"hell be treated with •Crystal••G.t.rprarlmg J
<br /> • ,. - ..r$ _ _ _ I - All adad.tyres shall be Applied to a--ft..with manufeott ,
<br /> 2!O'O I 2 m" ttry°81z „ d�.ndationa or use. +
<br /> T ��c�, T�PL..�_ CRANE FA771N4. __-i �..'4 ea ! .+
<br /> to ri 21Z:0 8 l� 11 y'-rn" ay9 C•�B/s '`a r
<br /> _
<br /> V-11
<br /> . -t-_ A: _ r-��J' I . 71 se `) OE'( lit OP CONSIf. ._ �-_ _ _ _ _ _ _- _ _ gEINFfACINO Type-Unless ewtw otherwise all bawl shall eenf own wSth de'.
<br /> 1 ,4 1 j , I I 1 7 1 212'-O' 7-UweLI 2'-O b9o941 ,STEEL: 1.615, trade 60,ty,ksi. N.M.i.shall.be AMA IDS fires
<br /> •' I I r YtJ eE su6HITT0o®Y_ I'I , t0. Aiao yield ar ms. ot tosassed 1g,000 ps1 owr apeoifiad
<br /> 1I,� -- -ir 3.. Znruc BeG Py. , 7, l6o,pap). see uec z6z6(o>z.Z12'•G` B' �' » to� - I 8 Iz. _ r I i.. I�. R on, u aDc z FTa smY _ ........ _ .
<br /> i •- //R^�\ 'I I I t..l. I .I I I .y ----L_- 1 I °7 I - - -•-j .1,. 6oC EL..t,3'•b" L_.2 211 -m 7'•U'1p -Z'U° #B�"71/z 9roP Datalling-Shop drawl Vr'eTMd'in seaereanee rain
<br /> -,y J 1 A I•1 I j I I ., - - - -..1 _ j..._ _ _il} - _ __- _- - - - - - ACI Manual 315-14 shall be wbmitNd for approval prier to .1
<br /> A �. I ..I... I I , I j' ranriaelml of minrorcament. .. .
<br /> I I L J j -- i I.I- I I I --- (; -- l
<br /> - I ' ;I L - II Ercatfon - AM haws. >hall be eenurcly Llad to plea with 1
<br /> b . , w — _ --- - - ---
<br /> TpW_9— I r
<br /> 1. 111tr 4- L
<br /> babas.nnaeleo 16 AS.iron rare. gelaforelag tars !a sleek
<br /> T - I .' And hall b r.upported M-11 cuM aancrot.blocks'or,
<br /> •1 l I ' r approved metal c
<br /> Cr •.� I (:$' '-a' ''-bi 'IJ- I. - d) Conaro6a corer-Unlea,ptherxlae noted.prorlde aorer.a aro:
<br /> pp I.,
<br /> .A - e1, �I N �u 'ea follow.:
<br /> _I
<br /> RF
<br /> III SQUARE F 1146I SGN5bULe
<br /> I�J .� 1 'V _ 2.rrr..,ttop-:.P.M o'earth'.,'wler. . . . 3•
<br /> i ' 7 v 'JUTE: THE.SOILS EN&lNEERS F!c EPRESL•NTATIVE SHALL_ pa
<br /> +t t r ,Ir I - �-i y a' I��A DETERM WE THE FINAL.FOOiINCo R.OT.ELEV.FOR E AGH SPREAD d6 bera and larger 2
<br /> -.« - I T. I I .. (•---_GI-I r-'rL,., p-f I - A N A5 bera and Il.r. . . .. . sees. 1 1)$
<br /> -,:-• p w _ ,• sees ,:_.....--. .. _ r=> _ . .I 'I .F FOO71N6,PRIOR TO POURING CONCRETE lies..sae eommna(to ties) f tit
<br /> Q n
<br /> I I + 1 I I 1 I - - I I Y 1u �_-� 4'aag° (o•ot&' All other Lntortor..'races,lneluding.46s 1 I 7
<br /> ..___..1 1-. ._f' _). .1__.. f•_--`1--' '1�.. _ ... V}. .-- Ores -'.1
<br /> j
<br /> r
<br /> E I - wA tees
<br /> r --
<br /> I
<br /> I optYP4_
<br /> - 4 ,TYPE a ^ - Alternotecmecnod.l f eplte'°p`ridgiaea.i:ndlmtee•mmaailwlasoa,%t
<br /> .. Ll sill i i;
<br /> or
<br /> _I I•m I'j. 11---f �- *, I I � ling)may be.Led whan dints{le of elterTmte aplla. ad
<br /> ' J. O I �'fYP I TYPe 1 -- --- _- 1 -+-�t-Y- --%s(."Ex JDI11 mit ed.long with re-b.r shop rswinge for.0-aal. Welding - ,<
<br /> I j K _, .II \?YPfi.l .. - -- ----- - - -` -�-L , I' pmcwum Shall be a speeirledd in UK No.26-e.
<br /> • .' TI'. i-. • 51� -c-7� M L Q 14-"O.G.
<br /> I - MISCELLANEOUS Refer to lleehenlcal said R3setrlal drawings for locations and
<br /> + FLOOR SLAFS F-LEV.
<br /> rJ
<br /> 21 T.O.C. I I .PARKINdI 4whoe IfOLS, size of L a,..delta,aleevaa,Control bars/,ate.Loatten
<br /> T 0" T. .C. MA'AMONE PARKINCs'�LAd I .
<br /> Sloc ONLY ('T'rr•ONE OIL ?J•M 5 1YP:owl,er- and aide or anchor belts for mechanical e9uipaMt shall be N
<br /> t ;. 1 - lfted on♦enders' drawings AM shall be ahmolre l Otte
<br /> E t I•I . . -,i j j 51 V E:,) GON4• hi'(11 yI pIF4 N Meet furnished.
<br /> 7
<br /> °ri y
<br /> PM-TENSIONECONSTRUCTION-.o ttu�i
<br /> A iu 1 N
<br /> r � IIC- „- I a -s I r v7 + s > CONCRErr': Concrote atoll Mr.Pa' ,b00 pat at 28 d.ya. gNlmem Agra'
<br /> u •,<I gat..3n•. slum shall be wew.an:•a d te.
<br /> it
<br /> ,� I HI - •f x*�BIM • PRESINDSIN6 Freatmos Erg ateeI la 7-rlro atrl s- p .J
<br /> •t ro11arM strand for n
<br /> .• •T., 1 I ,ll p1" III q 4P IY'7.e F+. -'^d I �T. �" CONCRETE: .,__ad enn rote asa roctured to eocoreaoee with A1171 A 416 -
<br /> and having oa garentwd minimum Itf.t.tensile strength of
<br /> N I�I -- ---- I _"Car, C.r%T. i I 270 set. straw is aated with.rust preventive am if
<br /> •red
<br /> ibi _-._-.- --- - •.--� NOTE: WHE•KE ARALL MINCAL ✓!t.`.+OVER Melted In sa•elose plastic sheathing.
<br /> AG
<br /> -I� -- _ THE T'JP OF e -OOTIN �J G hIG N0 l operating must De u e the sae t oontrd.. i- _.._
<br /> I r" l - L� 1-" Gk_� I L�� I G�,� r 'HAL,H,:YGr_,OED('�Y r I- r A!_0I.l.I i:lE � L' SrRESSt a no atrasae'ng hoer i �1'• -
<br /> - , perlmced In this type f ware:he Seat eeemise
<br /> 1 I I I I I I I N tralining
<br /> (MAX.)�EA.SLFT COMP AC TEJ TJ �S A 1G"GF Seat
<br /> e�notokcen��at Uatlligtd tccelCrole tes of 411 ot"eyllnd.ra u The'rae YMM
<br /> h
<br /> ASTM D15 7 'lobs[te cowitlona,haws Been tested and Indicated that tM '
<br /> )I-_. -_ ' concrete has reached a valet-strength of 3000 pal:' 11 pm-
<br /> "IN, -
<br /> I`I L--—J _ _
<br /> J , Al ERID BEAKIiJ�WALL FOUTIiJG D>;T/�IL� eQe Papeg wSteel ild +ecurete'r�adt Rey e[aAfh)Edwllea%n saW.
<br /> t �.9YP� > TYPE-a 1 PI s
<br /> ECCUNTrT.AGTOK'D OPTION)_ •comain A n.linroefan chart mill 110 apeny awn ].ck N.�
<br /> TYP. INTERIOR�
<br /> ' I I _ - I N O SCALE ao.atattan. •b-I-G Yid.`,✓ 2�0o p=.I P(-`R '.t PG-„
<br /> --
<br /> DgT1II.IN6 AND Details of all pm!-tMafoMd atructares shall M by a ftlti
<br /> . CONSTRUCT regularly enflamed in such nrocl/ws. The s.ppller Shall p o-
<br /> r; C site @halldo hat, ben sughmsttteeddltoe farthe Seattle.11 a.116&Aldt"and
<br /> ewtfon tiro
<br /> 8 construction.
<br /> Department tar:--.
<br /> ,. apDroral OrJ r'to commencing pat-tealoned oonatruatfpn.
<br /> - _ STRUCTURAL All fabrlatlan and erection.1.11 em tone In.c d.. itn
<br /> STEEL, ATSC"Spaclrication fir the Design.Patrlatlon sod graetion
<br /> N/�� �''7 {gyp-lL� / .�I I - - ' or Structural steel for g.11dinga.• AlI steel shall aaform ,
<br /> - I YU rl rPVA �1/V, MAN I I� to AST"A36 with a airlines yield atr %th of 35,000 Pei. All
<br /> / " I e ,2K'--_OP _ _ welding snail be done by certified weldor.1n ronforamna W!N
<br /> � r' III .. ... ... the American Voiding soaltty•s"seas f•x Are Na ON. Voldlrgi
<br /> }` 4- 4' $-ben _ -L' _ 7-(,' In Building Construction." Ths steel rabrtsatmr.ball submit
<br /> shop drawing.far approval prior to fabrlc.tlon.
<br /> 11 _ gtRUCIfRA& Strtural rtll shall be placed Ywe•wail reottng.'only m ,
<br /> (' - r�•i ' I FILL UNDRR red.uirod. The structural rill he be oa"ad of send .00
<br /> NALI,"WINDS crawl. it retail be pisad in ON daises lifts and each lire
<br /> 444 shall be cNpUted to a dodo of 95%to ecoor•d.nro with AM
<br /> D15S7. Ne11"hearing on the Structural t111 shall be 3 lasts I 1.
<br /> Ill& ., _:'ll..,� '(OGLBI7 EDaEb, r-,i4"�Oy16.hLAb.W/ - ( (-
<br /> k,,.L1x,,,_ WWP.bAY-W1,4AWt.4 b-" - - - - -- - Zfr':A+ ---•- --- - --. _ sees. _ .. . sees ..---------._
<br /> r �ALW/r "'.� I t •. Mel. L�Nt�RED'W+Lhb %bA ,SAW GIaY x:-- - 7 x �10�.. J�
<br /> 60MPtNNV^•�. �y iv(o Jci AP I. :-_PRnvIDF- MIr�l2cd. i I,
<br /> ii Y? i. f -. .• . . •~ - .r-F.
<br /> t �� rt�' _ ,-- .. .__ .- __ - �Y - __ ._ ..- - _ - --._�•2�'_r'�-1 _ - --- - --
<br /> 7
<br /> •.; I ..•. ,,- r .. ,.',J ._.._,.•.--,,,5-, t_i i. I -. .. !n H' !; -- ... �5f'p: �i
<br /> .. 3 E IIS '_' I
<br /> . `I+ICEMOLDEp '�. �. f..Y�:_`.�: -a F- _. `-�--A--__.-. ��. ,__._- f •,l :. r'r_J_K In191DE iA - 4,rL elp,&.- �• ��
<br /> r S E
<br /> G. , JvluYFl11,0R- ..,I E' 1 bII 6"u c Md�rblt"oA+,aA.wrri
<br /> ;+ ...' \-fi halt.PDLYI'-1111L1`-HF .•+rat 1 ..gP,t.28"' FED 1910
<br /> �APct✓nA��ISR �a'i,° 7'. ibd' r.LR ToF 5 �, \ ♦ tlt'it,:Fk%& . e�L•i.b. kae.INslya.M(E
<br /> .'� e-IL.16141�E FAtIL r � t`"I I WHIIELLY IACbAR 6
<br /> /• ENGINEER aNicMIT B ,
<br /> . K '�EL.L12'-rad ll" EI_z,z,1'Tz / 1YA 4 r.0FnP 1� BFA7TLE WASH '•
<br /> �xPANhiD�J .Jclu'( �DNhTrvULTIo�J JOIN'( GONTP..v�. .1aI1-►T - -zt H>oK Tyr -
<br /> r KAY M Uh4•D lit PLA44' GF __..__. •.. sees.. ��'-�•._- .. - _ . .. _ �:C-G I%- y'n --- - -:
<br /> 1
<br /> 'J
<br /> LSN?RALgaR'"p cpTlcN - I ,.I r ul-;n ll�l_, . I I .� I gg,g s> I
<br /> "(Yid hLA�13 -1GI�ITS IS'�I ��L �DN A - "s��°
<br /> ' h0 hLAt-1� 3�B'A*I'-On sl 5 'J-GL�.F�rTOM /y .( N �- rS"ruE DdPr►NL.
<br /> 7GL11� 7
<br /> ya design checked 3date y revlsionsGRerl:t . 5.145 � r,i)� ID-�0, ® AMV COL PiiWA FL12•I BL4 nll+1 W THE WALL STREET krOj� slT9etTo" ;oar e��SErc.aNr G1F3 d :,H�'N 4I:I1q ®ADDED Cal.FieDEfs fbR C6CV,eOlC4 n1eg199 NTt VVH�•�ry E �/�OBSF�� ///rye �N�/l//� / YyA r'��'/,� IaynITIN Y�Jl1IXIA Cfe V VI IV/\��L/�� 1/Y� � I' '✓1 ��V��AND ASSOCIATES S1drawn approtled lob noa —w n-,rIr'r architecture engineering planning
<br /> , I L JHW ',lav4 d r£sSEP GCAV� he+T IJAq-rJo7ATiMT-i7lPlnt)SYAJS BUILDING t2118 third avenue, Seattle,wen.98127 623-0331
<br /> A OY% 1*4VAY O^M*V. uh9171 WebTiore aM wall 51-eets, e\xett,wen
<br /> ulij11111IIIIII 1I IIIIIIIIIIII IIII IIIIIIIIIIII III Jy Jill IIIlllllllll IIIIIIIIIIIIIIllalllllllllllll IIIIV
<br /> 16ee' j71N' SIP eta
<br /> IIIIIIIII Illll:i 1111111111 IIII IIIII IIIIIIIII IIIIIIIII IIIIII:II IIIIIIIII IIII IIIIIIIIIIIII IIIIIIIII 11111u 11
<br /> 27
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