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9009 SW HALL BLVD-16 OW-- w CARLSON/FERRIN ; A a L r+ I ( k (; Z $ 'u i SITE MAP INDEX TO DRAWINGS � i T 1 Information Sheet Al Puking Level A2 First Floor Plan ! A3 Second Floor Pian A4 Exterior Elevations A5 Exterior Elevations A6 Building Sections A7 Stair Sections A8 Stair Sections Si General Notes/Wall Sections S2 Foundation Details 4 LL S3 Foundation Plan 441-3066 , S4 First Moor Framing Plan 1928 ., S5 Second Floor Framing Plan Pike Place Market S6 Third Floor Framing Plan Seattle,INA ---r-- ``� S7 Precast Details, Sections d Schedules 9810' c! r ;• M1 Parking Level Mechanical Plan 3rd Floor li: E1 Parking Level Power Plan Champion Bldg , OF 0 Revisions. 7AR(mE�r �iH -9 Zib e�_-FoUNDaTIor PlifiMlT a VICINITY MAP PROJECT DIRECTORY - ------ ------ OJ S�Td' Owner: Lamonts Apparel, Inc. - 3 3150 Richards Road Bellevue, Washington 98005 I S Dave Coope- 4,4. 206/644-5700 Drawn_B rL_ _ _ Architect: Carlson/Ferrin Architects, P.S. Checked By— _ 1928 Pike Place Market Owner_Apgroyal�_____ - j Seattle, Washington 98101 { Allan H. Frrrin, AIA Z17 206/441-3066 Structural Andersen Bjornstad Kane Jacobs, Inc. Engineer: 220 'Nest Harrison i S Seattle, Washington 98119 Bharat Soli 206/285-1185 o� Mechanical/ Hargis Engineers Electrical 1600 Tower Building Engineer: Seattle, Washington 98101 Gordon Harfst 206/682-6452 I NORTH h APPROVED FOR CONSTRUCTION CITY Oi- "i;CARD PROJEC"T DESCRIPTIONLEGAL PERM NO._ _____-___ SITE ADD;;ESS--__-_- DESCRIPTIO BY TITLE _ DATE_ t ' Refer to Site Drawings prepared try MacKenzie Engineering Incorporated for Site Waris. -- -` - � Zoning: C-0,under Land Use File*85-544-DN/LLA Dullc,';q Code: State of Oregon structural Specialty Code and Fire and Life Safety Regulation, 1985 editlon' Parcel 2 Bulldfnq Dowlption: Two levels of Type 5-N, Retell (8-2), over one lewl of Type I, Open Parking G Gape(5-3). Three hour separation betwm. Garag•,Type1.8-3. Sprinkled. Separated three sides. Description of a tract of land situated in the SW 1/4 Section 26, Township easeAree. unlimited 1 South, Range 1 West, Willamette Meridian, Washington County, Oregcn But Height: One story(station 702) being a portion of that certain tract of land described In Book 909 Page Open Swap Calculation: I2erlmeter: 643 feet 727, Recorded March 16, 1973 and a portion of that certain tract of lard Nes: 9,645 SF RoWired Opening,lineal feet: 40%-257 FT described in Book 439 Page 755, Recorded Jan. 17, 1961, Washington Actual Opening, lintel feat: 257 FT County Deed Records, said parcel of land more particularly described as Required opening,square feet: lox- 1,929 SF follows: Commencing at the initial point of "Oakburg", a recorded plat, Actual Opening,square feet: 1,925 SF thence South 89.40'24" East along the North line thereof 458.37 feet to a Retell,Type V-V-11%B-2. Sprinkled. Separated three sides: point in the West linf a tract of land Recorded in Book 245 Page 639; But Area: 8,000 SF thence North 00012'ki o 53" East. along said line and the West line of that Multi-Story(SF): 18,000 SF tract of land Recurdeal in Book 576 Page 196, thence South 87.27'35" East Separation-three sIdes(IOU%): 11LOOD along the Northerly line of said tract of land 485.00 feet to the point of s I 3 beginning: Thence North 02.32'25" East 378.88 feet- thence North Lamoncsnkl. doubl. . � t iclmunDuil IngAree 84, 00 87 27 35 West 80.00 feet; thence North 00.20'l,C" East 58.64 feet to 32,000 SF riaximum per floor the beginning of a tangent 196.99 foot radius curve right: thence along the THE FAMILY C L U T H 1 N G STORE arc of said curve 109.78 feet through a central angle of 31.55'53" (the Actual Floor Area: 1e1'-V x 140 - 25,410 SF/floor - X0,820 SF total long chord bears North 16.18'05" East) 108.37 feet to aint 49.00 feet Maximum Allowable Height: 2 stories not Including garage(Section 702), 40'above a datum 10'dxw Southweserly of the centerline of SW Hall Boulevard said point bears WASHINGTON CIRCLE the lowest grade(section 409). South 32116'0,1" West radial to said street); thence along the arc of a ReforenoeDatum: 254.00 non-tangent 621.62 foot radius curve left 72.30 feet through a central TIGARD, OREGON Actuall Top�ofPira� 304.00 angle of 6039'51" (the long chord bears South 61•i 3'55" East 72.26 feet :n a point 49.00 feet right of Engineer's Centerline Station 316+08.52 FxiLooaadFFaact�or� 200. P.'i., thence South 64'23'50" East parallel to the centerline of SW Hall Area 23,110. Boulevard 499.39 feet to al point in the most Northerly West line of the Load 125. lands described in Book 576 Pagr 196, aforesaid; thence along said line INFORMATIONRequired 2, RSouth 01.03'50" West 313.09 feet to an angle corner therein; thence along Required Width 2•-e• the Northerly line of said tract North 87"28'35" West 475.80 feet to the Exiting Retail -Second Level: Exiting,Retail -Main Level: point of beginning. SHEET Load Factor,Retal l 50. Lnad Factor,Retell 30. Area,Retail Are'Retail Containing therein an area of 205,993 • are feet (4.729 acres, more or Load,Retail Lead Retall 9 square Load ea,SatoAra,,S,stook 300. Factor Stook 300. less). a n 9 s a.i Lad,Stook Load,Stook , i Total Ooeupant Load Total Occupant Load Required Exits 2. Required Exits Required Exit Width Load from Above , Actual licit Width Total Required Exit Widths Actual Exit Wldthe Project No.: s37Z3 Mflll>II " 4 - x - -- --- .... ,. ....� .- ,- ., �IItIiP811�t ,,.,..a »_......_ .. . .. _ ...._..._.. ... .r •�.. . ... ..•. .. �' • 11111 I11Itt i �IIIIII ) III1I1I1I1�1I1�1I1�1I1I1I1I1(I1I � � IIIlIl1lIlIlIlIlIllIFill lIlIl11J1I1IIll 1l1iIl1lIIll III1tIlI1IIII4I111I111I1IlI1II . IltIIIfI111 • "r ( 8 10 I I NOTE: I F THIS M ICRUr I LMf_U 2 3 4 5 6 7 9 12•�.�.►`- .-.,.... DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 'S DUE TO TFtE QUALITY OF THE ORIGINAL DRAW 1nG' OE 6Z 92 LZ 9Z SZ 0z EZ ZZ IZ OZ _ 61 --Ni L191 -�SI bl EI ZI 11 01 6 6 L It 9 - b Ev Z 1 n1 11nlnnlllullln�Inllntlhlulu1�11111N11hiIlIIIIlII1NI11NlIIl1�IWII116NJIIIIIIIll lutuldill11tI!dill illublulltill IluwiiJudI11111111 1INlllkl11t111111111 181 190 1:24 MAY -,_..•..as,� ....._ .., .,ww .- _ ._•..� ....,+�.:..,ywr.,.rraN"Y«e,.--rte1. Aft whowr.eo�..• �► _ _ s`1F r tij CARLSO /FERRIX, T i A 19 r; H I T E C T PUFfuly UNt I I II 1 0 Alt- IF _ I I i I -�----- �xl�t�Gvkl1•LL �. - Afr �r L 1�? _ I I ! ` ! 4-3066 1926 w soww:,F o� I Pike Place Market , I •. --- — - Seattle.WA �J�L� OIG st•11ot�*j J f'i�1 N K �.- _,�`-- 98101 J 3. � ty�1 3rd Floor (0 r Champion Bldg DF y�� Revisions: — — -- �_� 5�1 _loll I rl �� ✓� -��(�� pP1R�.IIr1C>�8 --_— _____ b 4px f� � x �� �} �iPP�-b'. C � I +� ISI C.�MP1kJ1' -- a, _ DAYTIC%W F14--HIT , ���1�3g7- - j 0 1 I I I rt z I M I 41 I W w (17 jit A - -- i - - � w i��CW'tiNCs 2eT�•►IJlhitr a• � � I W jll. fOOTI N[i N N — - Drawn-of. - - . � I Checked.By --- 9 i Owner App rov—aI I i I I S�'81%i 1 I Z x l I v I I'6umr Pump L� I --------- -- I --- I 'so ft.,t ,1 CW_ ---- - T N -------- I - ol _ �A P� -- �` `� I COQ GilR•B/c,IDEt�iAUC i ,� —- - ---- - --- � --�- � ; - �� �LC V�-(I C'Irl_• Z,G,•� r I I ZIP I SIoPE -to D¢i►IrJ - �6II51*1 - - - �� a• n — - \ -"11 GlJtieDeA►II.S ■ ' fi _ oll N I i LP i ltEt.oc�rt>�D - WM E1►�S4�n �1•, I i IZ SPA�t%i.� Q -� >I G - - LOmo n J s _ —_-- - -- _---- I Till FAMILY C1l?T !lING STUR1 i 4 —"Toe OF w� Ne �w>.L5 - i ko WASH I NGTON C I RCLE - r--- t - - - = T � bARD�IV QJJJ` OREGON I i I N N _ \7 - l - --- - I II I II I I I ` M.4✓ 'a� v►`V'II• 7 ZA O I► I ` ...............................L A(v I' / 1 Pro ect No.: $ .'y -- ------ —- ---+ k Date: �,� w..ulrwr+.'I,.. .. r 'x�.0 ..... x.,_ :na�v..•:,C:.c;z.... ...�.,,�,�..,.._-....R„,,...'w: °+rwRa" , , irYliriNu�' ,. 4�rwar� •...... , .,,.- ,, _._. _-^.--------_------- --- - _-_- ,. , .wM..w..* -w.w .._gw«xmrer,n...o-n.a«w•,,.. .., ..,..,. _. n w..wnr,., ✓ .......,.... .. ,. - , .:-n6rflr.u.u,. ''1'.-. ... -•+eew«.an •--w.wwl+rn�i.wn�'3��ee••+e�trw+�.,. .'y���.� ,-. -t► i.�'���M�•• 1kr • , . - 1 1 1 ► I I I 111 I I I 1 1 1 1 1 1 1 1 1 1 1 1 I l l l ( l I I I I I I I - I L I I 1 �I I I I t ! t I I I I I I I I ( ( I I I I (!1111 111 111 I�I 111 III 111 V III+111I1111111 1111111111111I1�11111111IIIllII 1 1111111111111111tl1111111111111I111�1111111�111 NOTE: IF THIS MICROFILMED �..:..r..-r. 1 r. .�.. `3 4 `5 6 7 8 9 10 1 1 12 DRAWING IS LESS CLEAR THAN — THIS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW I NG. ----- -- Oc 6z ez LZ 9z sZ Oz Cz zz la OZ 61 91 LII sI ;I .'•.'b1I EI zl 11 OI-I- 6�-.•.i---.16-•-.'..-jc._. '----f'i-- Is-•'-' ti C z I'"'►'" r1III1n111I1I�1111111I1L1111111111111111IH1n1111n111llbullllN111N�1�1��t�(IMllulllull,�.u�1111111u�1���111u111u1u111ullblflilu1111J.t1�►II�it1111lllluuhll►Iuulu�lllutWl�t�u1111�11�{IIIIIWeIIl1111�111J)i1�1J1Wtu��ullll�llul�lul0ullltlilnll Ift I MAY 1.07 1 $ 1990 ,. .,,...r._..-._.. . • -__.—a_•o••. ..�.,.i "_..c-._. r:.,`S-e�r.nY'uw.,..^,._r.. tiwr CAR L,SON A R c H I I C : r I '-SN I-60 59 ,SII 0 t�l� II 1b V +. LIP a ` 2a N r 441-3W6 _—/- 1926 Pike Plyciarmf Scuttle.V�, 'J` i 3rd Floof Nchampm eaa Pamom Ix - 9 i l IV OTAJW2 01/ V-2 WLItWA-TiqH fV+iCri Am 10 { --- -— ---- -- ow11s�, �_ ---- A — M I I ■ 5 - - - - - - — -- Es - -- - ---_ --- - —-- - Ji 1 I L—amorm 9 Z-('-ZI 7H1 "AMILV CIOTHINCa STORE I I I < WASH I NGTON C I RCLE u rd TIGARD, OREGON FIRST FLWR - C) ffiKe7I F L"OOK F Llt,OW II ... ..w.-. .,,_k�,:.......... ..i,yl�t�y.;.iWaylt1�>' �5.�.Mal'lb:Wiiiii�l��'.o0�'tit•?:i�b"..�i �. 4�"$':r�l','.r;eia`°w4.�wHr' .` �,fa"f..yw,:.',�_,.;i:�`t'. �'t" w""�,.r`;., `°r►,�uw I � � � r ,,., I_IIII�f•IIII�IIIIt1�111I1 1II�IIIIItIIItIIIIIIItIIIIIIIIIIIIIItIlIttIIItIIIt1��tIII�1IIIIIIIIIIIIIItlllllllllllllllllllllllll�IIIIIIIIIIIIIIIIIIIIIIilitlll{I h t1I1111111�111IIIIIItlltlll111 �s ..rte NOTE: IF TH Ia MICROFILMED IrrrNrr-� -- I 3_ _ 4 5 6 7 8 9 h0 t t 12 DRAWING IS LESS CLEAR THAN — --�+. THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. _______—--- _---._----- oc 62 92 to A7 SE 0? Ep Zz I OZ 61 91 t1 91 91 fl EI 2 1 II of 6@ t Q IS----' 6 c z 1"■«' �nlluulnulunlculuuluuluululllu11111uI11111{IIIII;MIIIII�tNIII�LIII{�IIIIIIIII{lllll�IlUl1.I1111I11!.lltl11l111111IU11�{II1111�H�I111�W.+Iftlllltltllllllllll�1111I1{IIIII{IIIWIl111I11IIh11111111111111tL�111I1111�1111rtllllll11111111IUlllUlllll!l;llltllllllllUlI11UI1111 ': I AYM 18R1 -990 a 1 CARLSON/ A R C H I T � r l i I , 2061 441.3166 a M N I I 192F _t 4., Pikr Place Market Seettle.WA %Im ! c�'Z► + 3rd Floor 14 fit fhampton Bldg04 �4 F — Revisions: M I I 3 I -w Drawn By: _ - _---- •--- ---- Checked - Dwror A -oval: - — • � I I rt , y M a THE FAMILY CLOTHING STORE I I . -- _ WASHINGTON CIRCLE TIGARD, OREGON SECOND FLOOR ls)E�(�Owp -: . -- r1I0 I L QMH Pr ect Nu.. VMS � ,� __ �; .:-.,.�:..: •", .,` .: ... � ,, a^e,Any,.r�r- _' Vu�»w,� . "3�183a��� B�E�,Sf1M4 ... fs: 1 • .. .-.w:. � .. •^aww�O��wwrmrnwea.�rwrrrwrwww+.w�...�w«..�wrHwa��� �". � � � « 11111 111111 I � Ililllll11111T11111111i11Ilillllllllllll ) 1111111IIIIllllltlllllllirllllllll � llll111 ' .. I � 111 � II � II �� tII � IIt � III � III � I � I � IIIII � IIIItIIIt � IIIIIII � IIII11 � IIi � III � II � tIII � III � IIl � 1 � 1 ) ., NOTE. IF THIS MICROFILMED ? 3 4 5 6 7 8 9 t0 ! I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT ,S DUE TO THE QUALITY OF THE ORIGINAL DRAWING. — OE 8Z 9Z 12 9L SZ tZ EZ ZZ IZ OIIZ6i 91 LII 91 -SII bl C1 21 11 0I"1..-' f 9'''' X1_•-•'•-•9 IS-.--,-.-•Iti.•.-1----EI '''•.'Z-- I21•LA" ►1111nllnlllllllllllllllllllulhlulln�111tI1111I1111I11gIIIN�IIN�INI�IWI11111.IW�IIII,I1111Wf1�1111111111)JIIUIIIIIlI11NIIUlI1111UItfftllllW+I11t1�tff111111III11HI11�I111I(U1IIlIlUtWIW �1�{1W�111L1Lf �lU�I111Mill!11111!ll11111Wt11111111wuhwIIIH :24 MAY 181t 1990 I C AR LSON/ A R C H I T E •` V • G � � 1 I I I I I I 206/ 441-3066 1928 W u F err�cl Pike Place Market Ale— Seattle,WA 98101 J 3rd Floor ( I �© - Champion Bldg I Revisions: I � 7�7 �f�►1�4'Ir '�I'�+I N r�- I I , ' I I I I � • I Iv 1r I-O �I -�- 4 I �� 2��z�,� �/`� iZ.E�fi.�•L� Drawn. Checked By: -- -- - Owner Approval:: I (D777 5 4 2 1 I , i I I I Lamoncs . THL FAMILY CLOTHING STORE !WASHINGTON CIRCLE f TIGARD, OREGON 'I'oP of 411►L1. - I I I i ! � � �i I .CA y _ L �I uRe Gt•otl -- - rI 1 VAT I ©� Project No.: $-7Z3 -- — »n M„ ' r.•yM�nr�nNy I,M��.+.u.. ..,_i�,„,a�,�...,�r..�ll r.esrcr.•nay:w.ntww�a+,wvMnw..r. +mnvnro.+weu.•:.._.. . , ..-,.„;nv,wn..L..a.... ..,..r... .... -- ,.. ,rr• -.,.,.« .n. ....,.....+..-tie 1 ' � •• �11111►1FI+�Ilplllllllll�llllll+I11+I+ 1111+I1�111�+I+It IIIlIi�1�1�1I111�111�111�iI1I1111111IIII�II1I11111�+I1�1I111I11+I1�+111+1+11I1111111I11111111+111+11 �I1I11+I11111111111111111t11111 ,...,.....I«K,��w�.. NOTE: IF TH I5 M ICROF I LME D ►..�.r L.—.r.,a,_.,..,...,? .. `� _ '4 -G 7 e 9 I�0 I I 12 DRAWING IS LESS rLEAR THAN THIS NOTICE, IT IS DUE TO ! 1 TFIE QUALITY OF THE ORIGINAL ING. A-- Dr,,AWt OC 62 9? L2 9? ;2 ve C2 22 12 02 61 131 LI 91 S1I bl CI II 01 6 9 L 9 9 tr C 2 1310180 �p �►Il�uuln I��ullun�nulnu�nnllnF�u1111111�111111111111111111+N11?U ILII IH�IIII ,III��JJ; 11 1111�I1��Illl�IlU It1�lUI�IIU60 u1twh111 18 MAY' X000 . i 5 t-Tal a �:' � ::. i 1n� I k ""' ”" •....u.-_-.�.. - r,t.:.,___'�• _ .,.�.,.-,�.-„,.-�rw._.-__.._ .� _ _....... .. i..._.. .� ;/ I yi u•{�uan'•'0�°[& a;6r1d �,.�,i. ��m,'Q fia,'tA r"d`;�i#'t '�fR�c;'ly�gy'^wh#�.'K”. i. ..-,—r-^....,�„�... ... --+rr�u<...�rl.l�r•._. mk a.•. CARLSON/FERRUN, ' E C I 5 D 1 I 1 40413066 I 1928 , Pike Place Market Seattle,WA 98101 aro Floor M _ ..•fir /� iL��2 GC', r ChamoionBloq G OF li J Revisions:.-- Sf 8---- 1119L27 C� FAcr�, n�F��Nc _ j Drawn By: Checker -14 - - - —_— ] — W I �611 � 11- i� � 0?— 4 I — I ' It _ LO m o n cs., — -—;--- .---� �S RaI I. I & -------t -- ------- ---- --+ ----- i Y H E IAMILY CLC)1 N I N G STORE WASHINGTON CIRCLE . �, GA►JoP� TIGARDp O VA OL LIE 7�7 18 1 I -©r' .a.•- -' /fin , I I-� Project No.: �7 Z3 C Date - -- __ � _sail r. .t - • x - .w•;., _.. .. . .., _.. ... ...u....,. .s4a �.. f.wr m+iWhee-r. c.k_. ..•._.6..«... ...�...-... , . � •. _ . ;, ,•a�,tiAl!! Ferrin ArchitRcte P.;,',,. -_-_-...,.. �.. .. � r r�►�r I ' rlr r r I�I�r rlr r�i 1I1 ilr ilr tlt tl1 ll1 1It t�1 ��t t�1 I�t t�i 1I1 11t �� lll 1�1 r i 1�1 1It�M• �c.xrr�. , . . ..,. . � ,. ,,.,� , .:, ._.,.,,._.,.._ ', , 1 1 1 Iil III I I I I I ( I I I I I I I I I ( I I I ( III I I�Itlt�tlt�tlr��IIIII�IrIrIrI��IIrIIIrI�ltl�lr�rlr�l�ll�itlrlrlrlrlrrl �` �. � i. . ..� I NOTE: IF THIS M ICRVF I LMED I 2 3 4_ 5 s 7 S 9 6 I I 12 « " DRAWING IS LESS CLEAR THAN - --w� THIS NOTICE, IT ►S DUE TO THE QUALITY OF SHE ORIGINAL DRAWING. - _ —___---_-- -- --- —_-------_ __ I Ole 62 82 L2 92 S2 f2 E2 22 12 OZ dt _ 81 LI 91 SI f1 EI 211 11 01 -6 9''-.1.••-'1 9 S b E z 1314LIM j ►iiluiilrrn�uulrrlrlrrrrhrrrlrnrlul►�IIIII1111II111IIp1II1N161NNNl�IIU��1)J�j.INIIUIIIIIIIIjIJ�(UlIIIIIIhUIWIIIIIII11tlIilIIILW�1�rH1ltI�.I1L�fll1�1t11IIIIlI1111tIIIl�IIIlI1111I1111h111�1111�11�1111111111W9u11l11W1lll�l�wlull�llu�wl�llu�lll�lul�IwIIN� MAY 18 1990 CAR LSON/FE A H C H I 1 E c G L I 443066 1928 Pike Place Market Seattle,WA 98101 Se�rtM, •�hrrt�toa -- 3ra Floor cc N 3a14� Champion Bldg U( 0V ---- - MJF —--------- Revisions - 9LllLDSti1C� -- � I � Drawn By: �---�-- Checked - 0 � Owner royal: F 3L V Z ■ 5z-- I T7T Lo ncs Tilt TAMILY CIOTHiNG STORE r s WASHINGTON CIRCLE TIGARD, OREGON 1 {� 5 TION N Project o.: —l.. Date: wo_ al.MlBw Y.F.. . � :.:.:..... . ....r,.:... ..'r,„_......_.. e,.:. r w._.. n ..:... ._ -.. •. -.. -,.- :.. ... ...... $:.�-f.. - _,. •.. ♦ '�P�'r'�� � a .. oiio 1 1 I III11111 111111111111111111111111111111tI111lllllltlll111111111111111111111t1 � 1111111111111t11 - . � 2 3 4 5 6 ? 8 9 10 I I 12 NOTE: IF THIS MICROFILMED .srr ..,..�.._...-,— DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE 10 THE QUALITY OF THE ORIGINAL .-..: DRAWING. ----- 0c 8Z 9? LZ 92 SZ t►Z CZ ZZ IZ OZ 61 91 LI 91 SI .1.-.oI EI ZI II 01 6 -IB-'-.1' L 9 I9 ----1- "b� E ��II�IUIInuluululllll111u1tlnllllullnnbnllnnlUnlnN�Nt u1�}11111 .1"111 IlUl�l�lljlJlilllulll!1'IWIIIII�WJUII�IIltll►�Iltwu2trtnhfnlunlllll�Illlllt�lllUlllW�l�ll11 WWw�� l�wililllll♦lli+�4111Ill11�lIllI1111I1WI1111 MAY1990 • •-w- P t(xir^�'KM1W.,h€�'�:'sklr j a,,. d��M y YN CAR LSON/FFR A R C H f E C T I \, 44016--3066 1929 \ Pike Place Market _ Seattle,WA �— _► 98101 3rd Floor Champion Bldg (1(� Vf VGti Revisions__ — 1 i T— _ -- / 1 — Drawn By4.1 Checked By: - 9 Owner A roval: OD 12) \9 _1 S +I 14—RF.ADif I tl --- _d T - _ _ Lamoncs m - I _ I� ' 831 — THE FAMILY ILOTHING `TORE "- WASHINGTON CIRCLE TiGARD, OREGON �. -- i Project No.: Date. .� w ` I111 II 11 111 111 1 111 111 111 III 111�.1111�1 1�1 1�1 ISI ISI III 11. III 1 I I I I 1111 111 III ISI ISI III 111 111 111'111 III III III III III III SII III III III III 111 III I11 �'" � � NOTE; IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT iS DUE TO 1 THE QUALITY OF THE ORIGINAL DRAWING. — OE 62 9Z LZ' V? SZ $1Z E2 ZZ' IZ 0z 61 91 Li 91 SI IF EI ZI II 01 6 9 L 9 S b E Z 1�'�+� ,ru nnluu Ilnllull11uI1L1111u111na�IlltIlI11I11111111�N1�I1111�IN111µl�II�.IWIIIIIII�LI�,�J11I1111IIIJII�Ii�III1IIJlIIIIUlIUll111Jilllll�ll��tllfHltIIIIIlI1WIfI11�IIIlII111I1111I1I11jW11uw1111111�uluplWllll�llll�llWilll111l�llll�Ul1IUll�llIlI1111IlUlIIWIIIH AY18 : _ 1999 w _ CARLSON/FE , A R C H I T E G ; f I 1 3 Z441-3066 1928 4 '� ' .1A Pike Place Market C'7 • Seattle,WA 98101 • 3rd Floor Champion Bldg R3vlsions: v — I Xz Drawn By+ 1 1 Checked By: Owner Approval: I ---LJ a Q O 12 f 1 1 Q Pr4a. FT 4 —� PKAHj a A \ 7 IIILamoncs PI THI FAMILY CLOTHING STORE QAC- 11,l- qa. � WASHINGO'k ON CIRCLE oe C1, TIGARD, OREGON 4 I.o J V I L,6V F, VKA�J ST4U 0oC, ° I s I -.. � ._. °a n a I d II d 1 1'5 TRW 611 J 510(.0017 1 t �U II _ I off1 l � Project No.. X723 ate — - r • - »i.a.w' . . 'rwr»fwiw�1N11CAry `...v,,,.�, ,. . _.. .n.w�Mu�l r ... .a.....4 ugwrn rod+--xxuam. rMfw+ i7xRprwiblN�. FSC. -. rrv7smwurc..:......e�.n� f. �, .- . . _—_. r - ��" r �M•f•r�.uwapMew....�*<mMw.ua�.w+�af�.n..�fk��'.•... Date-:,... _ : �' �11111►1111��1111i1�11111�1111111�11111111111IIIIll�lll�>I�I�I`IIIII�IItJill IItIIIII�Illllllll�lllllllllll�llll1111111111111111i1111111111�1111111�111111111�1� 111111111111111111111F1►1111►1 p' � NOTE: IF THIS MICROFILMED :r...arr. ' `� 4 5 6 7 e 9 10 11 12 OkAWING 1S LESS CLEAR THAN .� THIS NOTICE, IT IS DUE TO t THE QUALITY OF T14- ORIGINAL DRAWING. - - —- OE 6? 9? 1? 9Z SZ 02 EZ ZZ IZ 02 61 BI LI 91 SI Irl EI Z II 01 6 6 1 9 S b E Z la�rasw ill unlnulunluuLllllnnlnuh��a�ullnnlullllililNul.�+ullu��ul��t��IInIII�n��U�l�uullullLl�llwtll►�t�tulwllt>�II�Lt�tllll�tulltrnliulluuhll�nnl�lullulluuluull,utu���u!IuI�u�IluulrL��u�wlul�w�luuhlullwluuhln ' :24 1 f � 18 ' 1 � 1990 I A G (: D - Y , rs, AL STRUCTURAL_ �I, 41 N _�� -1, � I'1� 1r 8' Ir �►1 _ _ z N t � g i 7ff 1 I THE FOLLOWING, NOTES APPLY UNLESS INDICATED OTHERWISE: ,,~ �� y C0-)F = i 982 LjvFORm BUILDING CODE % , Th SEATTLE. BUILDING CODE SU..3?LFMENT. DESi6N SOIL -�RE: SSUREI 2. 500PSF r1 AX. DEAD * L,�E LOAD FOR 2 F007 COLUMN AND 16" " ,' LL F OOT,+NG S. I,,NC RE ASE: BY 500 PSF FOR E ACh ,'ADDS T ZONAL FOOT O Ir MTH TOA MAXi,',tUtil OF 3. 500 PSI. CAST f 00T;;NGS 0N: F,' RNI UtiDiSTURBED SOIL THIRD FLOOFZ ' -6" MINIMUM BFLOW �F ,�,:SIiE: D GRADE . z� m 00 FIN . FL EL. ��(�2'-(0ll_-� m a) m ISE SIG N LIVE LOADS= jr- _ huj- u - = ROOF - 2s r'SF Q 2 co Q 'l I �N N RE TAIL FLOORS - TS r'SF O � GARAGE. 50 PSF CORR,DORS. S rA RS - 00 PSF 0 W ; ;). BASIC WIND SPEED - 80 titPH EXPOSURE B � I � mQ 7 PSF, 1 = i .0 -4 w O (7 _�_ ONE NO. 2, K - + .O, CS = 0. 14 N 3 _j 4 REINFORCED CONCRETE: f' c = 4000 PSI, NOT LESS THAN 61.t SACKS CEMENTNw 006 �E R CU. � D. AN ,,OT MORE ThAN 6 G ALlONS OF WATER PER SACK FOR ALL U CO�,CRE. TE EXCEPT PRECAST �' ,\L) PRESTRESSED CONCRETE SHALL BE -V G = 6000 PSI, q 2 NOT LESS THA+IK 63,4 SACKS CEMENT PER CU. YD. AND NOT MORE THAN 5 GALLONS w Q OF W',�TE R Pt R SACK, SF'E 5?E CIFiCATiO,�S FOR ADstilix "URES. RE .►tiFORCi�iG STEEL. PER ASTMi A615. GRADE 60. L.AP ALL RF.,tiFORCING 40 1AM E TE RS AT SPLICES. REINFORCING STEEL DETAILS SHALL BE PREPARED BY AN EXPERIENCED DETAiLER CONFORtAiNG TO STANDARD PRACTiCE OUTLINED iN Q.C.i. 315 MANUAL OF STANDARD 1 PRACTICE. ALL WELDED W'RE FABRIC SHALL BE FURNISHED IN FLAT SHEETS AND CONFORM TO A.S.T.M. A i 8 . LAP A5 ' 1 � ALL EDGES 1 j MESH MINIMUM. CONCRETE COVER: FOOTINGS 30 , WALLS I " EXCEPT 11,j" WHERE EXPOSED TO WFAT!+,- R rV",*D 2" AGAI,`4'ST EARTh. BEAMS AND COLUM�vS i j" TO STiRRUrS OR TIES. SLABS i " EXCEPT ;SLAB ON GRADE �N*:>L LS:, RE. ItiFCRCE AS FOLLOWS: E" WALLS, #4 0 ; 2 HORi7.ON7'AL AND 1 E RTICAL (0 CENTER OF WALL; 8" WALLS, #5 0 ; 5 HORIZON•rAL AND VE RTiCAL SECOND FLOOR 0 CENTER OF WALL; 10" WALLS, #4 0 16 HOR�;'ONTAL AND VERTICAL EACH FACE= Q 12 HORIZONTAL ZONTAL AND VERTiCAL EACH FACE. AT OPENINGS, z fJ. r�. El_. 1 2 '28��-011- • " WALLS #'4 0 PROVIDE 2-h5 TOP AND BOT'T'OM AND 2-#5 VERT. EACH SIDE EXTENDING BARS 21 -011 � BEYOND OPENING,NG, EXCEPT 10" WALLS AND OVER, PROVIDE 2-#6 ALL FOUR SIDES. . AT CORNERS, PROVIDE CORNER BARS, 40 DIAMETERS EACH LEG, IN OUTSIDE FACE ■� OF SAME SIZE AND SPACING AS HORIZONTAL REINFORCING. AT INTERSECTIONS, PROVID- (D to Lo 90* HOOK ON HORIZONTAL BARS OR CORNER BARS OF SAME SIZE. AND SPACING AS a 0 �( 4 HORIZONTAL BARS OF INTERSECTING WAIL. PROVIDE PROVIDE VERTICAL DOWELS ALL WALLS z m Z SAME SIZE AND SPACING AS VERTICAL STEEL, AND 2-#5 CONTINUOUS TOP AND W •• BOTTOM. oc) z (j J j STRUCTuRAL 5'T � ALL STEEL ASTM A36, Fy -' 36 KSI, EXCEPT STRUCTURAL. 1 TUBES TO BE A500 GRADE B. Fy = 46 KSI. MINIMUM SIZE WELDS 34" CONTINUOUSZ M3 14 19 FILLET PERFORMED Y W Z B ELDERS CERTIFIED IN ACCORDANCE WITH A.W.S. SPECIFICA- TIONS FOR ROD AND POSITION USING NAVY CUATED ELECTRODES. FABRICATION V AND ERECTION SHALL BE IN ACCORDANCE WITH AJ.S.C. SPEC`.FICATIONS. PROVIDE TEMPORARY BRACING UNTIL PERMANENT STIFFENING IS 1NSTA,LLE.D. HIGH STRENGTH BOLT HALL CONFIRM TO A..T.M. A325 AND STANDARD BOLTS TO A.S.T.M A307. BOLTED CONN-7CTIONS SHALL BE 340 DIA. A325-F FRICTION TYPE, UNLESS NOTED OTHERWISE. TENSION HIGH-STRENGiN BOLTS BY DIRECT 'ENSION INDICATOR METHOD USING APPROVED LOAD INDICATOR WASHERS INSTALLED 11 ACCORDANCE WITH THE MANUFACTURER' S INSTRUCTIGNS.APPLY ONE COAT OF APPROVED SHOP PAINT TO ALL i STEEL EXCEPT FOR SURFACES IN BOLTED PARTS AND STEEL EMBEDDED IN CONCRETE, r, OR AREAS .TO BE WELDED. HEADED SHEAR STUDS SHALL 8E NDIA. x 4 ,�. 4 REINFORCED_ MASONRY! f' m = 1500 PSI, SPECIAL INSPECTION REQUIRED. ALL WALLS, HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, GRADE N-1 PER ASTM C90. TYPE S MORTAR, PER ASTM C270. REINFORCE WALLS HORIZONTALLY WITH 8" HIGH BOND BEAMS Q 4 "0" O.C., REINFORCED WITH 2-#4 CONTINUOUS AND z 2-#5 MIN. AT TOP OF WALL. REINFORCE VERTICALLY WITH #5 Q 24 % FULL FIRST FLOO?2 HEIGHT OF WALL, PLUS I - #5 'VERTICAL D=ULL DIGHT AT EACH JAMB, COR- FiN. FL, EL, 2&9'41 NER, INTERSECTION AND DISCONTINUOUS END. LAP REINFORCING 40 DIAME- W TE RS MIN. AT SPLICES, CORNERS AND INTERSECTIONS. PROVIDE VERTICAL m DOWELS ALL WALLS SAME SIZE AND SPACING AS VERTICAL BARS. FILL ALL BOND : BEAMS LINTELS AND VERTICAL REINFORCED CELLS WITH 2000 PSI PEA GRAVEL CONCRETE WITH 9" ( tl " ) SLUMP. PROVIDE 8" DEEP LINTELS WITH 2-#5 BOTTOM FOR OPENINGS NOT OVER 4 ' -On WIDE. EXTEND LINTEL BARS 2' -ON MINIMUM Lu z 1 Z BF YOND OPENING. 0 I J PRE r�QS'fP _STRSSEQ CONCRETE; ALL MEMBERS f' = 6000 PSI. L O ~ i CONCRETE STRENGTH AT TRANSFER OF PRESTRESSED SHALL BE 4 000 PSI. PRESTRESSING (,) O (� Cw 1 I 1 I ► TENDONS SHALL BE UNCOATED SEVEN-WIRE STRESS RELIEVED STRAND PER A.S.T.M. Z � w - �-� -�--- i I. - - I A416, GRADE 270. REINFORCING STEEL PER A.S.T.M. A6150 GRADE 60. TENDONS SHALL RE TAiN FINAL FORCES SHOWN ON DRAWINGS AND BE SIZED TO PROVIDE ULTIMA i E 0CAPACITY INDICATEO TO FABRICATION INDIDCAT NG R TENDON AWINGS�PROFBILE, ANCHORAGE T SHOPDRAWI NGS SYSTEM RACKING FORCES, C'� a TENSIONING SEQUENCE, ELONGATION AND STRESS LOSS DATA, REINFORCING. ALL z --� X15- I'-& WAI.I_ r"MBEDDED ITEMS. AND TYPE AND LOCATION OF LIFTING DEVICES . FABRICATION, a TRANSPORTATION AND ERECTION SHALL BE N ACCORDANCE WITH P.C.I. STANDARD. G O� co cn U, w O Q BASEMENT z z � x FIN FL. EL. Z54 -(11�'' cc w = z U w Z W ►- CID 7W Q uj I . Q N m o `; WALL SECTION AT GRID A SECTION AT GPIDS (� C WALL SECTION AT GRID C � o 2 — A B z r (L I V2 ii - I� X11 1211 : II-OI' W Y Z 3 u w a m Q m Q 0 u 0 0 II p� .... .—.. -.. ��.. ,.....:Mww.•q-./iR?+" .'�F7ltlAi a;. •.n. ,,.. ....,... ...,;. '" t^w,a. s'di Fr/''v' "� 'isQ :•1'Mt11Mrmvxnn. _,,.: ��M�I . .. ^- � w ...v._.._.. ..,.....:.- _..... _.._.,...... -...... ......,�,.....,.....__ .... .-. ...... . . __.. _ ..... ,.. ....eliN• ...+.> ,w,..:, pr,"_,,.:..�.r,wn+>•r4�,.'.`rpwllieowM,M, .,. _ .,. ... - y wqp" � � _ '1 1 11 1(► I I I Hd�'I I I +H I + 1 I I I III i t III I I III r 1 t I i I I I I I l I I I D I I III I I III I�1 M1 I r r i I 1 I I I I r 1 1 I I I I r r r r r r r r I r ► r r r � r r r r 1 r r r .f� `.., � �•"'�;,.~w..+ ''A4 j.. - - r I • ( I II I I III I I ISI ! I ISI I I III I ILII ; ) IIIIIII III � I ; I II lIII IIIIIII I ..IIfI`ill,ll .- � , "f NOTE: IF TRIS MICROFILMED ►_:..,.�.� I 2 3 4 5 6 7 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO FHE QUA!-ITY OF THE ORIGINAL DRAW I NG. ___ �__� _�_ —4.____._.._ _ - -, dE 62 92 z2 92 S2 *2 EZ Z2 12 0 61 BI LI 91 91 bl EI ZI I I 01 6 9 L 9 S �b E Z l a� so tII�111111nI�11111n11�+uI1u11lI+u11111�11u1111VIII{II{{IINHI{{NI{uIII{jII{I{�,1,{HSI{I{I{INI�JJ�.UfIIIIIIIII!}I{u{I{{t111111I1UlItllllfllillU�.U�tItINIDEED!!!!lIIIUI{IIII�INIIIIIIHIlIl111�IJllli�l�tlt1;111u1WlltwlI11W111�1111111J1111W11llIll11�llltlll}IIIIIUIIIWIIIII MAY 18 ' 1990 i W.W. r --- ��, KEINF 5HALL BE - - PRUvIDE 1/4' x3/41, C)P FZICaiDLY SUPPORTED , C,ONT. STRiP N OUR. 1 5 - - I FIN FL -- I01 - �, � � W �.+ t TIED TO CONC ' FALL WITH JOINT SEAiANT. EL. 1571-�11o �^ a� CO 5LOC K5 T-rP � CONTRACTOR'S OPTION 3/811 EXPANSION JT J ' TC7 SAw G U i/ ' - _ 11 _ _ '�`4 x � 18�� O.L. x -- -='` t *5 DOWELS c? 24`IO.G. %9� T 12 x CONT, KF'Y 3 x 2 G (A,5(o) FILLER � '5EALER � � TO QA7161'I WALE � �N i j I I W. W. F. - I @ 18�' O.G.,GREASG I W w F VERT RE►NF CLAP WRAC ONE END wil `' �'`�rr � 21-011 M1N.) I/41/21TO TOp I I II - - W.W. F / Zmin rro ! TOOL-F_D EDCaE ' OF F I LL_ER W. F W � 0 0 --- FIN. FL. m o v i RDE 4' 6o11 m C 0 PACT E D cr �� _ _ - SEE ARCH c� M EL 25 - - — - -- - �--- .� ° a O — -- — x ' - - __ III X111 4 BACKFILL --x aim � Qn cu ul Y rd c: F- (� O W Q 6 t C a" . - `. � ) N z 0 W J o II11- ;II x,111 I ,1111=1111=IIIL - , - �� I � r�,ill ;� ,r , l r W I Q rn W I ,III milli VIII= ,t- { III -`lll III - III) — _ __ _;9 N` Q - /� I I- I II III =1111Ill (Ilt'_- 1 5 CONT. ll�l — �- w I a[ �� I illl = o4 U) 0 4 � 1 I I - �- --�� __ _. Its N y� Q x �_ N w 0 o ' SAND ` /gu x i'-� A3 KOa UT. - - _ _ _____ � 1 1111 =II I I 3 5 C v� '`T1- I I C 3(a'I OL.. , WRAP �1 � U STRUC'1: GILL— 411 4,i� GREASE ONE S DE I -o,l I 11- �11 w Q °,. 0., I CONTROL x.10 I NT C 0 N S T R U C T I ON JO INT EXPANSION JO I NT EDGE OF SLAB AT 500 ' R 0 FNG_ AT STEPPED S LAB o- Y T Y P I C A L S L A B O N G R A - D E D E T A I L S 1 NO SCALE A i " j I2'' E X IST. WALL Z IOY I�Yloa­ 2" I�" 2 ,1 Z - - I DOW EL5 (TYP) - w l ' C VU 'WALL w . •,n EMBEDED CONT. 1 �- 41 -711 BLOCKOUT L4x4 (3/6 W/ 3/4 X 0 4 4� __ ______.- FOR HYDRAULIC 2 _Z IAEADEF) C,TUDS Ca) 24. 0 < I ACK MID N ,. FOR LOCATION OF (CMU 4 x I I # , 11 f Z (j J G 11 O.G.- O 10l' 10" 18 0.C. I , r-- �oR V_Rr WALL SEE ARCM. DwG. PCONT - 2 5 TO . / ti � 7Q Z 1 u C� (� WALL Q S CMV ,NAI„L � - FIN. FL FIN.FL.•—� _#4n ?-o J 1 v E.L. 2 57'-G' 257,_�1 --- 5 DOW ELS C, 24'' 0.c. TYPE I TYPE � K-_�-- ��� F� _ � is 181i O.C. TO M A-C H WA L L Il - __ _� --`-' FOR R BEER -----------_- �•. _, ' ,: II VERT. REINF. CLAP 1211 EXI57 WALL Il�� E�, IST. WALL U 7 ; �'= „- -yf.. . I CON-1. 2 -O” fv1 IN•� _-___ --- - --- BUMPER GAU2D i11�i--illlIll i I ----� --- - �, r LOC., SEE ARG H. I 1 = SHE R KAY FIN FL, I- i� -W,W. F N g1' G.►.P WAIL A Et... '254'-G" �" _.w.__. __._ -� - 4- - - _ FIN FL - - - -# 5 G� 1211 O.G. �I_� MOP $ 80T ��n �, E -.,2-54' - I \ e4 HOR $,vERr. Ili? ' CONT- TYP; EA. SIDE @. ^EL 2 41'-6° x� WALL 1 Q Z_ __ _ { O I v_1■ I ��- * . o _Fe SHEAR KEY SHAF'i OPNGr N r . 2 5 GoNT. 71 n a - z u I NOTE: COKE DRILL EPDXY I,:� IZ I �- _._ 1 ° � � 2-# 5 CO NT __. � -- i II.�III =jl _ 'a I G ROUT THE 7 DOWELS 30 - 4C`= 1'2 OL. H`r 0RAU�16 w La IU�� INTO EXIST FT(-4. "' I " _- - Ew. TOP - m TYP. S HA F IB Y 2'-O" t Oar IC -811 ELEV. MANUF A TYP TH I CKENED SLAB TYPL mONELEVATOR W TYPE T SECT I AT LOAD I NCS DOCK SECT AT P I T j FOR C. M.U. WALL TYPICAL PILASTER R S D Y21' � ,'_� ' -` E V20= 11 y2�1 _ 11_oll - L E JEC. T ION � I o � z A GP,!J 0 cc D I Z Q � I I-011 _ 8' II I��� 1,--J11 � � - _ I �..- . Q Q INT P/G COLUMNS ' I Z CGRI�` - -- --�-_.- L _ .� _ I i _—-- PILASTER FOR LU IZEINF. SEE: SCHED. I f._ o o� I .1 FOR, PILASTER I FOOTING C�...IED Q I ___ I�z TYP 5 G S ULE z q- - I/4 (.� A. 8 ..____ _ � � REINF. SEE SCHE['i I W/ L.Ev EL NCA NUT'5 WASHERS x5 x0, -3.. � ' ., = � C.Lr GONG. _ _ __._ .-, - EXIST WALL TYPE SIZE REiN FDRCING C.!.P CONC PI LASER 1- p ! PI LAST,- W . P.OUGHEN JO NT EMBED 2 �i (`,1. N. NT -P/G GC�L, a �- EKiST __._ _ _ ___ -__-- _ `� FL.EX TUBE GROU FULL PLAN I-I ROU,- ,.-IEN _QUINTa'. v WALL AF E�c15T. NJALL ' AT EX15T WALL A 17-� x 17'-G'' x DP 24- 8 BOT EA. `NAY Q - - ----- ------- - - _ Z11 NON -5HR1t+Jl� -#5 # _. 'BOWELS I I ! I - IS'-�" x 15-�''x 3'-io DP 21 - 8 BOr EA. WAY z 1 GROUT EXI,,T FTG. EXIST a; �a� �--x- x-� _�-.x - � _-_-_-_ -------_- - 14'-D" x I4�_0�� x U � F TG 3'-& D P. '47 °OT. E A. WAY Q �`- _- G7Tt�.. cam, •.,. -��' � �. .,. _ - - -- _-_-_-_ - -- - ---- .J 0 ! , - t t _ �D 12'-D" x 12�-D" x 3,-01, UP 14#7 BOT EA, W/`%y < f 1 1 11 � `_ o u z J w H w I -41 a n _.1 311 1111 X111 SEE PLAN FTG. SCHEDULE FOR SIZE FZEINFORGII�Ita __ . c� o C. I. F' P I A ST F F P.-. L. N T P 1 h� �: .�FG TYPI C , . I E O F00T1 , 1G z z „ , ._____.. C. I . P P I � A S T E R T O W w z FTG. WALL �q _ 1 o H w Z Y ,0 _ EXISTG. WAL L_ 0 Q w a 11-011 a 0 u 0 0 . r . .I.,, yA1w.r--.ter 1"-_. •,,."Mr..c...., ...,. ..r.. -.... .. +w y:.. MM .j ., rrq,.r.. - .:, ..., .-.. r . .i. i ,.....i„ .. .. r. .. .a^lC,^{$I..,.+111:1 ....! M...•Vp'..M.'q ..R- ,-,: 1......IM'. ...,.�.nE.lw'•-� 1�� 11.,+.. aw_.r_.,�. , .. r _ ��1'I't►I'I'�'1'I'1'I'I'I'�'I'I'I'I'I'I'I'I'1'I'I'I'I'I'I111t1I'I'I'I'I'1'I'I'�'I'I1t11'1'1'1'I'1'I'I'I'IIIIIIIIIIIIIIIIIII'tl)IIIIIIII1111111I1111111I�1�111�h�iI1�11111111111111i1il�lllill _ - ._.; ,,.�.�;...,,,,� � . NOTE; IF THIS MICROFILMED —� - — 2 3 1 5 6 7 8 9 110 11 12 DRAWING IS LESS CLEAR THAN — THIS NOTICE, IT 15 DUE TO THE QUALITY OF THE ORIGINAL g DRAWING. - _ ;, ,• OE 6Z 9Z LZ 9Z SZ bZ EZ ZZ 1?, 0? 61 91 LI 91 91 bl EI ZII 11 0011 6 9 L 9 IS.---'– b E Z mIInIlnulunlnulnnluulnl!IuIFIIIIII1111II11111111IIINIIIN�I11Ilw11111�IIIIIIIIIIIIIIII�,UIUUIIIIIIIIJIIUlIIIU.IIIUIIUIIUIIII►tlII1111110111111ItN1I1111II1U11111II111IIlUIIIIIUIL�IUIIUI�?I! UW,WIUI)Illl�llli�lIllUlIIIlIIUlIlW11111 # ;, MAY r \ �.3 A � , l �C4 1811 - 7 /2 a4 y 59 G pill FACE OF144I - WALL CAST IN PLACE PILASTER TTP H F07 , r � 0 0 �Mz cr In 8" CMU WALLa _ -- -- ----- ►- C� w — t� Q r NZO Qm FIN FL. EL. i �255i- 2U - �� '� 1.� - N u� cr En w I 3 - - Ir -' --- N ui 00 5 OIIX I 3 ( `� - — - 0 = _ (DP FT U 2 m ! I u I I M I X211 l B ...... _ __--- - (250 - 0 ) I + i (250 -0 ) i I _ � +3 0 d f � 2 W 2 ' 0 Q N W s ,•� -� 0 cs E3 10 ALL 2 U 1,:4104 -• n 13 � W 5° :SLAB ON GRnUE �► o g-2 ilk - 0 Wl(o w 2.9 x W 2,') W W F ( 250 - 0 ) = f 1( 250 FIN. FL. EL 254' G" Q pi - Q ' 0� it d EXISTING 12 I i WALL C FOO T N(a 171 _ 211 VEAL: BY OTHERS -- -.. 9'- 10%4'1 i 21-011,, 21-011 r ( I 3LOCK - OJT E FOR r�YDRAJLIC -2 1 4 _ A C K __� , oo - rn 12 ELEV. OPNG. 7- ; 1 GEXIST. WALL ? I - H w SLAB FIN. FL . EL. _ ��� ScJ r� j _ i „ 1 c --- - - 257 - i J `1 I ( 250 O ) W I o ' 15 SLAB ON GiAGE FIN EL 257'- (p I I vcc 0 ('�52'Co) A �,7n� V C? I S-2 16" CM U W Ix Q i c4 `� i i Q i I CV I (_� • I _ 11 I � � w, Q3 Ep 2Du x 1'-0" DP I I co CC) i --------- '� FTG - — - ------ --- c� 250 I I `� 02 l 0 (250 - 0 ) x( 250 - U ) � 'x ' ° Q cf) i y Z o I EDGE OF SLAB _j © ! 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SMI MNO. 3-440 -YP 18„ I I �"r,N , o► 2" FLOUR DRAIN I C.O. I C.O" SDAsk r-- i J.R. SMITH NO. - - 2'_V. ' STUB L) C.0, 2325 15" S PR I INN K LE f>z 5TU$ • OF ____ _____—._— _- -__-- _ -- ._. ____ _---------.______ _..__._ _-. _ _ ----__._.__ - •o. - I PROP, 5L EV _. - E E IN FLOOR _ WITH 2" CLEAR-At4CE TO SPkR PIPE ---- -----�--------- -- -- 2,. po M t s rl c c.w. sru B -oP 5HUT-0FF VAL.VF i (L - - � I I 4,� tivBELOW � h I - -- -_ I � BF LO w FLooQ2_11w. BELOW FLOOI i Ll JL Co. I ----- BUMP PUMP 1N ELEV. PIT- 12 x 18 DEEP COVER, WITH GAS TIGHT ' I 2" V 5705 -OP i --+ �. ___- -. _— -____._ I"1AC.+-I P,M. •2 P-" W. SE Lo W FLOO9 ?_"5p BELOW F 1.00 ( i i I I l l l _ CorINEcT To C.o. i F-)(167, Doc pr, RELOCATE E x 15 T; i — -- so -- I — - c.o. - - CATCH 5ASIN ' -® I-;Lo1 r`I a P-I C.O. CALOCATEDJL :, I I— „ TCH BASIN 4 C.O.Co 4 I RIM EL. 254.5 �! � ------ 711 ABAwDot,4 Exl5T. 8" C M.P I { - _ UNDFTZ P�UILDINC� � 1 I I V) ----- __— .. _ - - - -- - ------ ---- -- ____ _ C. . - 1 - - ------- - --- - --------.- -- - — -_ ------- .. -- - - - -- —- _ - -- - --- - D.I. 5PR INKLEK 5E P V ICE TYPE ` K' COPPER DOMESTIC I - -- i W^TEiZ SEIZVIGE --____--_ _- _�___. amonts T I I I IAN111N' 4- W. BELOW FLOOK (; 10T1IINC, ti10 - - G" 5D STU,B - UP 4!'VV. S Tu e - LAP — 904 EXIST, GAS LINE To - - =-� WASHINGTON CIRCL ---- f�l ILD!N C�, WALL I 5-170F, -O P -__ +".3ovE GRADE W SF+uT-OFF TIGARDY OREGON - lo" SD STUB -UP _ PARKING LE __ } M _ ECHA NICAL PLAN +-G' )r- p.. cio1.4tJ eGT10►-4 I ' G ---- — P.I . VALVE GDIJ�FC�T "i O Z . � C.O. Sp �.. 250. '4 - VERIFY wrote- PARKING LEVEL - MECHANICAL PLAN EXACT LOCATION WITH I T' co- ,-4. b" 2p►hP�. '� VE NNECT TOIST. 6 SD - SITE CONTRACTOR s p KIFY EXACT' LOCATION 1, 0,1 CONNECT To EXIST " WITH SITE CONTRACTOR 9G''��'� I 5 D . I.E . 25 I. +4 VE1L1 F Y EXACT LOCATID►.1 .,WITH SITE CONTRAcTOR d .. ^ .. ,� �" •'" MIM.-++w.i, ....... ._ .,.-.. , _. . ,_.-__. t. I111I1�1111,1, I1II1 IIIII1,.1.+a1R1OM1is1W0Mt'«1I111I11»s1w1nc1M11I1111111I11111111111I111�1111111�111IAIII1111111f111I11111111111'tl) . . .�,. ,. - ' - _ .M.....w...-i. .., NOTE: IF THIS MICROFILMED sryr� I .:., 2 3 4 _ 5 6 7 8 9 IIO 11 12 ` 7"". DRAWING IS LESS CLEAR THAN ----- j THIS NOTICE, I1 IS DUE TO t THE QUALITY Or THE ORIGINAL -=- DRAWING. _ _ I LZ 9? 92 02 E.? ZZ 18 61 6t BI LI 91 51 61 EI ZI II Oi 6 B L f7 5 ti E Z laisw J 1 �ulnnlnllluuluuluullu111n11n1►Illulullluuhlll�uµL�IN�1 .#��MInI�j��l�II11IlIJIt11�I1llwllilwl111llllNlilllt�ll�tlt6�tNiIIIIlI111lHIIllI11111111II111Wl1�w1�ll11�11W1ll�lw�>�ll�llll�llll�ull�1111�Iw�tulwl�Wl�llu�lwllw�uullnl 181 *vow* NOTES: I . ALS t-4o�4-co s�ckjc.-r,,,4e rzJ�.�. �.o-ja-s HARGIS ENGINEERS ;bCiiII"' r-bt'L.Vv4 MECHANICAL/ ELECTRICAL CONSULTANTS Go. SEATTLE,WASHINGTON 206.682-6452 ID PROrES u-I Sd87 y 14 R II ........................ P 0-4 14 cp"Apba 4s r-1 r'-4 le L-a V. c4 7 POP.) 9120 0-) 615*-Yd.�-re;r-e) IbkL.^P-) -0) r-7 , i IIII � iIi � — j - r IHO it-4o P. I , I or ii I1 ____ __ I o neon s III [ I A M I L Y Ct () TIfING SjoRot 3 �,�, ,� �GI�� J�� _ _ WASHINGTON C I RCl E ---------- TIGARD, OREGON -4 (1 )A- fPVc- 4o J r F-GIFL. TEL oll-�40t-4 1�sp-ro- ;p'av—) T "'eo -- PARKING LEVEL POWER PLAN IV I PARKING LEVEL POWER PLAN � E-� 1 NOTE: IF THIS MICROFILMED 6 7 t3 9 IIO I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 15 DUE TO THE QUALITY OF THE ORIGINAL DRAWING. Ot 6? 9? J.? 9E ;2 102 C? ELP 1? 02 61 91 LI 91 91 to cl z 11 01 6 9 z 9 C2 b E 2 1*OVID" MAY 181 � 1990 ' at CARLSON/FE . a ?r E C - SITE MAP INDEX TO DRAWINGS i t i T1 Information, Door/Finish Scheduler j A1.1 Parking Level \ Ai1.2 First Floor Plan A1.3 Second Floor Plan A1.4 Roof Plan/Details \ A2,1 Exterior Elevations A2.2 Exterior Elevation A$.I Building SFctlons I '`ALL M.1 Wall Section/Details 2uu:;r 441-3066 A5.1 Stair Section � .,,,, D A5.2 Stair Section ,see A5.3 Stair Section Pike Place Market • Seattle WA A5:A Stair Section 9fflo, r Elevator Section 3rd Floor J�>/ ry CCLOS Ad-2 Elevator Section Champion Bldg oru�V A7.1 Escalator Section A8.1 Parking Level Reflected Ceiling Plan -- I Structural Drawings prepared by ABKJ Revisions: - ' 7AR(mI,T 42HoP115 LAmoNj Mechanical Drawings desigAulld Electrical Drawings by Hargiv Engineers. t 1187 -2bFcl�_ _ 1 VICINITY MAPPROJECT DIRECTORY _ -�----__ - i; Owner: Lamortts Apparel, Inc. 3150 Llichards Road Bellevue, Washington 98005 J Dave Cooper , p �' 206/644-57Q0 • Architect: Carlsrn/Ferrin Architects, P.S. - I1928 Pike Place Market Seattle, Washington 96101 Allan H. Ferrin, AIA - ra ABY_ 206/441 -3066 he kerb Ay:Fill r Approval- o Structural Andersen Bjornstad Kane Jacobs, Inc. Engineer: 220 West Harrison w 217 Seattle, Washington 98119 z o Bharat Soli �3A 206/285-1185 U v i 5 Mechanical Seattle Pacific Engineering (n Engineer. 1927 SW 170th n uI o• Seattle, Washington 98166 0, k... �� Hap Carratt a {? 206/242-0884 Or < V C) o LJ Electrical Hargis Engineers LL >- t V - �k Engineer. 1600 Tower Building C) l`_= Q Seattle- Washington 98101 � o v ' Gordon Harfst 9TH 206/662-6452 1 < G PROJECT DESCRIPTIONLEGAL DESCRIPTION � j aAS a}a l S Parcel z < I �- Refer to Site Draiiii prepared by Ma.Kenzie Engineering Incorporated for Site work. 03wiption of a tract of land situated in the SW 114 Section 26, Township 0 l zoning: C-G,under Lanz!use File#116-544-11WLLA 1 South, Range 1 West Willamette Meridian I r... _____ _� It Building Code: State of Oregon Structural Specialty Code aro Fire and Life Safety Regulations 1986 ge Washington County, Oregon z I v l edition. being a portian of that certain tract of land descrlbt-d in Book 909 Page ,...... _ Building Description: Two levels of Type 5-i.t,Retail (B-2), over one level of Type 1,Parkipg Garage 727, Recorded March 16, 1973 and a portion .:f than certain tract of land � :a ,-� �, 1 ,• s , (8--3). Three hour separation between g , Recorded , , Washington Garage,Type I,B •3. Sprinkled. Separated three sides. described In Book 439 Pae 755Rdd J171961W � �i��'• '"'" •►! l --_� - Base Area: Unlimited Count Deed Records, said parcel of land lel :y Y P ore part I cu lace ly described as � 51%7 One height: one story(Section 702) follows: Commencing at the initial point of "Oakbulrg", a recorded plat, DEC Meehan,cal Nentin�gper ChegonBuildingGode thence South 89"40'24" East along the North Brie thereof 458.37 feet to a -_.. Retail,T v-N,B-2. inkled s int in the West line of a tract of land Recorded in Bool 245 Page 639; j ype Spr' Separated there Bidet: Base Area: 8,00!]SF PO J,R. ABE30 IT CONSku ' Multi-Story(SF): 6.000 SF thence North 00012'53" East along said line and the West line of that iF000 SFY separation, - three sides(10ox) is 000 SF tract of land Recorded in Book 576 age 196, thence South 87'2'7'35" East a 32,000 9F along the Northerly line of said tract of land 485.00 feet to the point of € r ? ' I fi IL Sprinkle(double) 1 BF beginning: Thence North 02.32'25" East 376.88 feed; them North Lamoncs l < i < ' 11.1 < o tt o < < < •t < i - � Q < Nlaxtmum Building Area 000 SF • � Z t � L <� � 87 27 35 West 80.00 feet; thence North 00`20'08" East 58.64 feet to 3i3OuD SF maximum per floor the beginning of a torpent 195.99 foot radius curve right thence along the Z THE FAMILY CLOTHING STORE '11r1eG �� /Did ( I V Acttdal Floor Area. 181'-5-1/2'x 140 = 25,404 SF/floor 50,808 SF total arc of said curve 109.78 feet through a central angle of 31055'53" the n long chord bears North 16 18 05 East) 108.37 feet to a oint 42.00 the Maximum Allowable Height: 2 stories not including garage (Section 702), 40 above a datum 10' Soutfwverterl of the centerline �f SW Hall Boulevard Said paint bears WASHINGTON CIRCLE 3 1 above the IowMt grade(Section 409). Y 'fi�llIl 9wva,1 � s s s Z T 7 1r , � ' , _a -- - -- o Reference Datum: 254.50 South 32'16'01" West radial to said street); thence along the arc of a r _ �- <I � x � � s � Allowed Top of Parapet: 304.50 � S ' _ o + non-tangent 621.62 foot radius anus left 72..10 fast through a central G,qx('inT TIGARD, OREGON < d I _ I z o Actual 111�of Parapet: 304.50 angle of 6'39'51" (the long chord bears South S 1"03'55" Ent) 72.26 feet 9 5W 1r.L good O ID sU O m o Eu O < < < , < V V V W < n 4 �+ Exiting Re m ireents to a point 49.00 feet right of Engineer'1!t Centarliro Station 316+08.52 Vol _ _.. _�_. t _ - W Level Occupancy Area Load Load Required Requjred Actual Exit P.T.: thence South 64°2350" East parallel to the eiri irle o� SW Hall the p c T F t Exits idth Widteet p `a(R''0 Garage ands described 3 n Book 576 Pagel 196, nn the mat � twoe t 1Aawgt I said ne f line 1 Retail 20,870. 30. 895.66 Snuth 01" » INFORMAT 03 SO Wes 313.09 feet to anarp le rerrKr' therein; thence along �--A........-- �- _ it I- _ _ _ I- \ 1 stock 2.200. 300. 7.6 the Nrxthlerl line of said tract North BTZt'34" West 475.80 feet to the I 4 . .o d1 �p 4 cD iA A A f j 1 Stair/Esc./Elevs. 1,922. 0. Y -� I_, i 1 4 m +O � ' � � � ; `g I � � _ _ _ -- 1 SubTotait 703.26 3. 18.30 27.0' point of bFyinning. � '� Load From Above 212.04 � X x sc x ,c x x x x X X x X ,� x x x Q- 4 al.'s Totals 915.3 - _� _� -� 1-� p o o 'o o r e o v-. '; Containing therein an area of 205,093 square feet (4.729 acres, mere or fi 4 � , _ I - - - _ _ __ Con 1 1 II r''"n'1 in N W i l M N N !�► i� dl R) In a� , � T � , N I N -1 � _ � Retail 20,288.5 50. 405.37 ��i' z W 2 stock 1,266.5 300. 4.22 + ' 2 Office 1,149. 100. 14.19 Lie ...,� �`iS mO4G Q I �� II r► i I -.� �I O 0 2 Stair/Esc./Elevs. 2.086. 0. tv C1 2 Totals 424.08 2. 8.48' 10.0' - _ -- < < O VQ J _ ai000 lS1 0+ it d l L r d Q i in -' N ------ -Lu' ' 1 8723 Project No_: Date: ynght Cailson err In Architects P S. 1 ,`.`� .. -. +�.rfi•,p{ia4,...��M14l �ww ,,,leni:i.... .. ..ria9,g Mq'h 7 "aryl!,,.v"/ II�I�M.n..,7�K ,�,. •, „ amp 10 1 • 1 •• � .� .�.+ ,�i1pORl.lh�' .+.w q�. �� uA'*aM�.r.Rrexvr,:�pl:�,.ry...v,i:. -..,, . ,.,, ,.r�M1nw..c«+Mr+rY wWi�,tY�f"' 1T',K b�m,rs s.�tw•_rac^�y., I rlltlll 111111 I(IiIIi 1��111 .1111111 111[111 111[1(1 111[111 !I([!1) 111[111 111 111 III Illjll III 111 lI1t1I1 III III 111 111 III III 111 111 1 I I I I I I I I I I 1 I 1 1 I I 111 .. - earw » .i.....,..�w..�m�IIY ';. _ I •- ( I I I I I I 1 � [ I [ 1 [ 1 [ I 11 1 [ � [ ( ( ( I I I i 1 II I [ 1 ( 1 [ I I 1 1 1 1 � l NOTE: I F tH IS R7I(:ROF I LMED i 2 3 4 _ 5 5 7 8 9 10 II 12 ' DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWINS. 0E 6Z BZ L2 92 SZ tiZ EZ ZZ IZ AZ 611 BI 'LII 91 5l bl E I 711 11 01-1- 6 � 6 L -I9--- S !I+ c Z Isra«' J:2 114 1 #11111111111111unI11111Ili llltuliuillllF�nu11111I111lilllllllllllllr�rllhU1�11Ij�fIHIIIII[Illl�jgl�(lllllllllll!J11u1[I!#111111IIj11Ih11[11�)IILIJIliI111111it1IIIIlIlltltlll�IHlIIllllllllWl,l�lUllhUilllWlllllL�)ll(W1I1111IJ1ll,�1ll11111111111li111�1U1�llI1I1111III11IlWIlIH , AY 21 1990 CARLSON/ A R C H 1T E r» Y° � � A G . "r�� lei' r I II ' - - -- -- - - - _ - ---- - -- _ v ---- _ -- --- - - - - - -- - - - --- - _ -- - - - - 1i rT� 1I••4N I / w 20 ��� � Air r d - I - 1928 �3 r ��P➢4G I�S �1 ae,18 b �i PAI.>>i 5 , " I 1 h P�Ph 'ye e ' — — r— eattl Place MarketDim e n 98101 *C/lt�AoCW p c F 3rd Floor � `�( 9�V H4 ""kr .lo S / ' -- i Z L'hampto I Bldg O LJ P I - _ .p - - --— - I - - ---- -— -- __ 1 - = II III _ - - - --- - - — \ \ ��yS�Z /I�2 K4 7 TeC1�IT APM wrr Wlaa ` I Z �I ZTal - - 2 l� �1�___-SI-I>cl.� Pfc1ZMIT ._ c0 yF ------ 254% . ' �R M 10 s<< wM 2�3 s� - lZI M 253 - ---- -- ' S Cr y - - �S'fIw+�lilOr \\ , - \, Q Drawn BY: to Checked By: —-- --- - -- - ------ - - Owner Approval_— V t 1 I u l 11 '�. 14 18 11 -��! G{zl�"Fi A I`�L!✓ \ � \ � ' 11911.111,111"" M P F p, %19 (,a WAC-T 1 .. � 1-o hc 'Z'-O� 8 Lu�it-at+''f'• ������3 ° �-�- � � srL � + o1 AT - 1 / ,;�: I , I � 1 ( ° 1� Z 1� GvMPAGT Pa�IUN� �r�, � 2s •�' AAL ITA L- �-- ,�• int C.60119 To L9♦•l�4— 11Cr11 L�L�RttD "' I F,�• 157 .; 1iwlrl �V� ss�– •• � � i � � A� Olt — ' � i..,l f. 124M Z55 Iy�ll - 11 --- - - -- —_— - 1 2S3 ' _ C- + 4 , _� _q g► -� FO - - I m0rK:S - .� Gl�1� h11.► _ / tel► - Apo+•F - THE roilM1lY (_ lOTH1N6 SIORE LAPM41 - 3 Ne Imo►LL , £ 4 ---�rVP,� WA-Li. �`�� _ -o H?- WASHINGTON _ --- - WASHINGTON C VA• - TIGARD, OunP _ - QRE�®N; (,r 255 o pry;. .:; 4 loll -� 0� I'. q!IoH HIND Z4�o r _ x --- - -, • _ ---------- r I � ' FWJA�.►.1 I I I p �DTI� I �jm,:V' 4 60 �G15� 11 u0M PIWIT 4 -fk2T Tit; I!e - i1 ��1t'l SAGE *P KA. Goh1P�T - Z5 q�oll 18�01 3�1411 V21 nN b-Idl giolot ,Loll ----- - - I Ilk• qx� 2�4C'�� �1x I� bq � ���� ,.TSI;,; �-�: rel I � -• 9'7+-1 -- -- -_ '� -I /i Z -d l�PtE ?i•111'f 9'r�l �-� z A3.t A4 1°�- t Ciif110t►1fl/ltrl N n A l .�' .r. ftHwis P.S. Il�li��l�l IllflI111�11'�,ilil�ltlllillllllltlllillllllll��lillli�llt►Ilillltl�11111t1I°i111i111IIIItIIItIIC�IIIiIIItIIItII111�ItIIII1I11111tII1i11111I1f11111I�IIIIt011111111111111ftfllrlill ! ••�• Vow NOTE: I F THIS MICROFILMED ,...�_ I .,. . — 2 3 4_ 5 5 7 8 9 lla t t 12 DRAWING IS LESS CLEAR THAN ---•�� THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. Or 62 9t LZ 9Z S7 bZ EZ ZZ 17 61 of LI 91 !1' bl f I zl I I of 6 e L 9 5 b E Z (*OWLS" I II-- �nl nulnul1n111n11u11111nlnulull�ulllnnlllullullnullulllu,IlWlu��(1n11Ill II111161UJIlIll 11millwhij bill huiII ull►IflilltJlILIIIIIhmliulluului�uuluuliUt111�1�i1111iu1Lu�lulluldllulluhl111�1,11111ll1�lll�llll�11t1111l1�1It111WI1UlIllUIIIH 21MAY _ . .. 1990 r ,i. •A'n �';,' � L �fil.{�1, a ��yR AJ�' ';i' I f'�- � t k! i Lly1-4 d'. y ti'. � els I, t. T .� �M•f � '� I ' r� nr A A C N r791_�� 5�I t, 10 Now f P 1 1 y.• ',ra x, i � - ,'i jr 14, 7mf t�f ' . 5soft � nee ri sce `' -- .,y2* 62 hajwAcO4 .84 Iff 4 o A , 1 X, •t • 2 r P I�ITTI dr RM tip;. . � -•- r Pi 1111,1 T11 40 Uf _IO ( Vii. :r � •""• - •� —, _ �____— — A Q I li4. ,,�, • .f �Toc1 loos �� °► 15 .9 mo 'r• `�`_` 1 e I N rlr-ANG RMi � r1p •, . y 7-v 7. 0 P1. zip -011 IMI fAkA4111y Ct MIMF�i � PiTTINe RM0 .777 �i�'' _M I - _ fix _ 1•,� !�I_I� ' Flm I _ _ I 1 .1 s� �,Fivt �BrToc� 77S �r `� hr,.• �i I r+a ++ G----__— UIQ •�� •��' ;. ,k .: 'Y r 511' � �� 1 •—T.�..r. + ,�. .. •F� ��A11y'. ,li a +M.•wn+.�••. •_,- ,a Mf•` ':t', 1 1 , t Rom all • 11 1�1 1 �1 illll 11111 1111111 I�II111 I�II111 Illllll I�1lfjl 1111111 111�IIT Cllll�t I�IIIIL 1111111 I)I 111 111 111 111 111 111 111 ill 111 111 11i 111 tII Ili - •- � I 1' I .� I I 1 I I I ( I I I ( i � I ) I I I I I ( I I I I1111111I111111►11+)1111) NOTE: IF T!i i S MICROFILMED �+rrrr•r. '- _ 2 3 4 5 6 7 8 9 I"0 I I 12 DRAWING 16 LESS CLEAR THAN ----� THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW I NG. ---- 0 6Z 92 LZ 9? SZ bZ EZ ZZ IZ OZ 61 91 LI 91 SI bl EI a II 01 6 9 9 S b c Z 10�YL1M int 111111111 111111111 u1111111111111111�11111111111111lIIIIIIINIIIIIlIuIlIWl111.111H111u1111nJj�,11�•ullluu'II!IIIIl,1�1!}I1J11111�;;IIIlll1►n�IIIL�IIL►Illlrlm1ln11IlIWi1I�IluIIIIIlI1uUlU.lIllIII1111111111111�ll181►11�111�lllllll,Illld1111111111Ull�.11ll�lI11UI11llIII�1IlIlIIlIl1 2 1rMAY1999 _..,_,_ti..._ . ...d.�..._. .' __._..............+.�._,...�..�.._.-,._ _._,» .•-.w_._ art 1. -- ._. ..,._... r ��; � M:�: "i"7�;. a4`.:K' �t' Ntl'•�,��,yf ,-,t�r-.i. �'�. wt � ,a�'' ",:r r�; .y.� .yw►. + C LEON r A ;, r� N t '111,1 1 I81 - gI/Z ► j + �I 1 •� �.� CTA i R�p r �! t �- 1 •-4-�• � t - � t N I Y I R " _ taim F '� �TOGK ►� --- — —"� II l I Sare� Krol77 ��;• f I QO- 4 C o r of- 2.(0,+ �+o+ Sf - --- ----- 4 *ITTING RMS I 12 tpriwr By L ra4l-tea 1'rf I I 045V M� ,; Zo, 2616 .05 Sri • w?10,-- op O?rHINCti PH p� it t = � R 151- I C._�.- _ _ .^`7«�?'a�..r:.:rz'~w-•a-•:s���.-=•r.�-_"-._._ _ .�--. r so* 510 4 •t \ 1 r. M er La i lu 1►JE FAMILY CIOfNING STORt �� � 1 I I r.— r t_._. %. : w __ WASHINGTON Cl OFIV ;GE i $TVC ,:1 I¢49 SP I I i` r 336 SP I TIGARD, OREGM <. - - \, SECOND lin IS I t4cleTH _ I _ 110" 1 A . -. .. � i ► Ii IiI � � � 7:0 NOTE: IF THIS MICROFILMED � - — — 6 7 8 9 11 12 DRAWING IS LESS CLEAR THAN —THIS NOTICE, IT IS DUE TO THE QUALITY OF riE ORIGINAL DRAWING, — I OE 6Z 9z iz 9z s 02 Ez z? Iz Oz bf BI LII 91 sl bl EI ZI II 01 6 9 1[ 9 s t► E L 1"■�'" I I �nl nn!nu ui�liui�n��l��i��e�ul�n►�nIII1WIu1111111Iu11�1111�`i1►Ilgll��}.Iilllullnll�.C),ltl,�U11IlIILIli!JJIIIIIUIII)ll�tltllllllllllLltltl>titttllllllllllJHli�it!Illlll�llll�il�lllllllll,�,�iulllll�II11lIIlIu���IIUIWI�JIuIIIu��UlllllllllH MAY I1990 .• Rey� •kyr.____. .•.., CARLSONNER A R r' H I E C 1 r'# AS f S �y � xts-t1Nf� 2061 f SNIJF� BUiI�iWl� p 441-3066 1928 DONA;o I CA(1I SON �C," 9�k I Pike Place Market C- n Seattle.WA ! �Jr ~ — 98101 3rd Floor c v I I Champion Bldg ��or O�V a f I I I Revisions T.; 7 r 1 5L>VAnL- v�ir i I I I I 4T lrP -- -- _ T--- _- - ' OVER- LOp►DIWO ( � I R GII�II�1C-� M5;,IHANT yI � AL SKYLIGN'� wM UNIG N ��MPi;I�n CSI "aP LITS _ 8t'--�TH vmx,'q l--AMINAeL 7t:� - 2 Zx IZ C q, �/E�►'f Drawn Y I I i B I O Checked - t pwnarApKoval: __ AN�Ra19Z-r T — r., t: N U M IT Lam- } - CAP Q-A&H I W W/ — ��- -- ►IN �T1�1N�� _� _--- �� a=L�HIt-�c� Z'' �?"x .IZ�J`s �-�' ►. 1%L W L >c \ �NFiU LATI o N to�.oil � _____� 1 h61 Z5• _ 3 h►.p Tel PeZG YN 1 n ` �� �t1 FXTRUU�D JJ a. 'n, •' V /. 4 v - ^ P1LIur1I�u1`1 ,1 I Nh u L.aT1�N ,a I I 6-01 Lamoncs V/A 600,Li K THE f^MIIY CI�TNING STORE � WASHINGTON CIRCLE F II TIGARD, OREGON ` �•Io1� � y-'' L-1E�'r'T��zGi"Tb -�t �,,la�I. 10 T -� `f SIT � � I V• v it o I I• ( t1 r I 11 1• I/ II I II I . 1 1' 0 II Project No. Date. - - -- - Copyright u adson/Ferrin Architects P S •.N, .�.. ,.a.„, d@ ..„_ ao :ryy.}n3#j.' •r.: - �Mri.3�aN urt i - ,_...,. � ' � `.. "� MMrM�.,w”" tn�aa w+Nu�ssw�wi..-- .,mow t ..,_,....#�►+'�• ."mmNYYjIF w!!Mi9F#+�'....:• , �.�.'* , :• r 2 1111►Itll�filllll�tllll ,,�IIIIIIIIIII�IIIIIII�IIIillt�ll)IIIIItIIIIIt�III�III�IIIItIt�111�IItItIIIIIlI111�i�I�tIlI111I1�1ItI1�IIlIIIIIIIIIIIIIlll1111�1111111'I�IIIIIIIIItIIII�IIlI11r�I�tlttt I .�,:3 4 5 6 7 8 8 10 11 12 NOTE: IF THIS MICROFILMEDr��r_ I .�-- - DRAWING IS LESS CLEAR THAN THIS NUTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. -- OE 62 82 12 9Z S2 1►2 fZ ZZ IZ OZ 6' 81 .LII 91 5I1 b1 EI ZO I 1 0I1 6 I6- L -1.-.-19-- S b E Z 1 �nt�uttlnttllutlttnlllnitlu�tutlttttlttttl1111It1ttIItllI,n111titI1N1�t11i1t1��IN�tIuI1111IJ�,UU11.111I1t'I{illlIii)��41w)111Ii1ilILIIILI�lttllti111!_►�NIt�Mf1I1111Iti�tldtill1111I1i11ltlllulllllWI11111�1t1u111�W�llwllW�liI1111ilIIluWIIW{llllllllllllUlllllltl11I1WI1t11 MAY1990 CARLSON/ A '+ c r, 1 L•. r QAI I- I r Jam. d; I I 206/ S�lt`' /l'`► 441.3066 r 1928 1 . Pike Place Market AB Seattle.VO II, � 98101 i 1 n ,S 3rd Floor J•'r . �C)' Champion Bidq ��' O� r I! Ir - � I I ' 1 I 3 I � I map i I OF t•b1.L. I I I — _— _ Drawn M Owner Approval: y VA I N 7 4 , b q Tt. TT 'A 1 ■ rf 4 I y ti ,� Y ID�•y� MW. � � • THE FAMILY CtOTNING STORE 10­ WASHINGTON COREGON7 TIGARD, t 1 AIW* _a \IAT I N Nect No.: I/ t _ 7Z3 Z� 7 .r Date` t A, f r 1 t ti 1F � r mm N , ,._ r1 I I 1 II I Jill r I soft I I 1 (/I(I �1 I1 I I I I 1 IIIIIIIIIIIIII tIl}III I I III III III III IIt III 111 III tl! III III III II III III III III IIr III III III 1111111 111 .,I III I11III111I1 III III II111 r I NOTE: IF 11,11S MICROFILMED �. __ 2 3 4 5 7 re 9 (0 I ( 12 k DRAWING 1S LESS CLEAR THAN THIS NOTICE, IT 1S DUE TO I{ THE QUALITY OF HE ORIGINAL i. DRAWING. OE 62 92 L2 92 S2 02 El-t! 22 IZ 02 61 81 .LII 91 SII bl !~1 21 II 01 6I I9. LL.-.1•---I9-.• 9 119 EL-- 2 1318190 rntlnttlttll�lutlnn�ll►tllnl�nn!ut►�IIIIIItIII1tN11111f11111111F�{1111!Itll}t11�11NIINIII111�!tla{1I11It1t;IwillUt6�IlJ11 huiIwilot1111 dimi1111Ituillllliouh11iltlJill MAY 1 1990 I CAR' LSON/FE i r- 1 I t 206/ 441-3066 1 1928Wt[,N Pike Piece Market I 16 Seattle UJA II 98101 1 3rd Floor l!11 . /!O Champion Bldg 0 I Revisions: i IRV I � 1 I � I i 11 IS 87 �s�EU..TNR�IrI1T" I � I --- � I I . I flhTtJ?�► Checked by: —_ Owner Approval:_—.- -- - -- - - _. LLW ___ dr � I � t rA FLE VA-n ori 1 Z 3 4 5 I T-T I � I ► , I I _ I 6rm A/,A40 -I FoIG 670P P��TT KIh1 I -' PA H, 1E�I-I JoiNT 4 I_p,l >i y{-IOF�s I -- i pAFtA fv --� Mt'YA�- Fl,.�► IINr� SII moncs n � I •P�ti1C� --�� - �— ► THE FAMILY CLOTHING STORE f �_ 5NOP5 PlLL L WASHINGTON CTRCLE e��►.w,�, i I � ! '; ��, - slr� �,,....�..---�f'"�_ � � T OREGON _ L�y )I J I t — --- jj t) t) 1AWS-do I 'DI NCS bzeA ��_� _ �,..� L�__V6�" 11 Ofd . No.: Proect0723 A2.2 %ty''� I'—o'' �..�•----'� 2,2 %II : I t�� Date: -- ---------- - -- -- - CopyNht Carlson/Ferris Architects P S. .� '•IY. .��ww,gw ryv,,,� . ,:�,,: .,�.,:.,.. _..n. :..,.._ a , ,... ,::...._._. ,. ... ,K�s�. ..r.. _.....a....,,......, _,.Itt�^�'.ryr.�uA�.,,.4X�F 4sOn.., ax+x;�.•.a.i'xq� .. n4n•ae+cnr a�4.'Wax.____..__..-�...,_..._�.w , .... _.. •A�, '�1, _ w!er'�11+.. _..n"AB,�swa.:r 1MWM�'*'Srtefi++w 'RT'. 1���«•715kT�.:,:1�""°'..r:<!.! Mlne'".. -„ ... flYl!!Il!•6M'M»a�➢'M,F'C":M�W...W �.-•., ! ". � _. .. r 11111►IIIt�Illlll111'II��IIIIIIIIIIIIIII�IIIIIII�ICIIIIlII�1I111II�IIIII�III�IIIIIIIIIII�IIII[II�IIIIIII�IIIIIIIIIIIIIIII1111111�IIII11[IIIII111lllllllllll1ll�lllllll1�11111I111111lI1111111 ^- y NAM NOTE: [F THIS MICRCFILMED - ( ....�..r 2 3 4 5 6 7 9 9 10 1 1 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT Ia DUE TO THE QUALITY OF THE ORIGINAL i DRAWING: OE 1 92 LZ 92 SZ bZ E:Z ZZ 1 02 61 81 LI 91 SI bl CI GI II 01 6 9 L 9 9 b E Z 1 iNI�tII111Nt�Ittlltul�ttultNE�ttNIN111NIIIIIIII111111ii1I1111111N�11Iliwll.tii�}.IN�IIIilllll�),J,�l�liliII111II1JlIt11�11I1111illiillllill`1tNI111lIt,IL�1Hi1{iN1I111tIi111�i111{IIIIIIIIIIIl11Ill11�1U1I1111�111JI111dIWII1�1111111111W:11W11111llIW�111111111�llUIlIl1I1111IW1Ii111 9: MAY 2 P 1990 "T 1 ' { CARLSON/F A R C i T E y` D y 206/ ' .- -- SKYLIG►�T 1 � I -3066 1928 DONALI CA r , s I Pike Place Market AL P Seattle,WA S 98101nloon .,., r n s — — - —_ -- VAIZI Lcfl Champion on Bldg fl,o Q I� 3 — - —— - Revisions: 1'2/1 - 400F.5, - ---� \� - - - j M E'rf,l. G�11oYY I I ' •� '��-- - -- i 7 X09 cr ---.yr - - 3 �- '�1rP/4e.�►'T10� --+ ,----- - i 0 Drawn e : _ v _ - —, W7 1 Ld�►a1N� 17ra�l+lc Checkedlr; 4 u 9 I -- bon Zsa s_ o 4, //f3 I I o ry �i 5 �} 3 2 a AE Qmofts 01 s f 304:� fi — I y, _ — W *Ht rAMIIY CLOTHING ST041 1 I Lf- I WASHINGTON CIRCLE 102- 4fMaAorlo�4 TIGARD, (}RECON f-. + Y Aye+ i.oF Pae�cI1J� � ' 1 1 GJ Date_ — t 4l,ru +we ll+lriariCopht CdrborVF�rrkl ArehRecm P S yrig � _ - -,., •ternamvatawm4nn,�, ,•,:wlg8,.. ,.,..�ryq, .:,.,_,._ ,._�.� R�MrAk%,n»mr:+�r^r+3st.�'nri�4�ro*v"�iad. ,�"y-ren 1 �., . «• '1 1 1 1 1 I 1 1 1 1 1 1 I III I I III 1 1 III I I III 1 1 1 1 1 1 1 l l l l l i l l l l l III I I III 11 III 1 1 III I I III 1 1 III 1 1 1 1 1 1 1 1 1 1 III+fIiIIIIIIItIlIlI111I111I111I111 , � _..r 3 4 5 6 7 d 10 I I NOTE: IF THIS MICROFILMED 1:..1... - -_• I 2 9 12 r - .—,. DRAWING IS LESS CLEAR THAN ---_,� 17111S NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. ----- OC sZ 8? Lz 9z Sz 1rz CE Zz IZ 02 61 81 11 91 SI bl CI ZI II 01 s 9 1 9 S b C Z �IIIIIntlnulunluullrllnnlnulull,♦InII1111II111Il1IIIIIIIIIINIt11J�11,�IIIIII�IIIIIInIII111II�.IIIUIIIIIIIIII�IIl11u�U�1111IIIIlIIIIIIJtIIIIIIIIllhI1111Ifft1IIIIlIIIUI♦IILIIIIIIIIIIIIIIIIIIII�I�Ilhllltl11111111111111111111111111ll�111►llLllllllllll�llll�lll)UI11l1IIIlIIWlIll11 MAY 21 1990 CARLSON/FEF A H it I I E C V, H 73 I I0 3 UL N�d �' o Off Q3h t I I 441-� 441-3066 C n � .,,�� '�. •�� — � �� ,lam • , \ 1928 � DIINAI D F kf \ I Pike Place Mark Seattle,WA 3rd Floor ►�L 4 � 9F101 i 4- Champion Bldg 'Or OQ �V RewWnS; --- — - L TIN ' ` 'FY 1?, 87 2 71 v IN) a I0 1 o-IZI 1i M DL "�•'�I _r Or _I�I IUl Drawn Bi Checked By. Owner Approval. t ID • 04- -- - - - — —_-�7 b - - zA V CNTR rLAiHIN& OL en - - ( UT O c' Lit► Ex�,�N610N �OiIVT .. o.� p"• ^NTw!'Z� C*6'f /ANELwo � ---- 1+ – 41.0 –_–JOIN7DETAIL �oNO'TIE5 *ErgybhSE FLASH NG �4 ^,'G o �f 6 U ' RoDF oN � •��4 _—°oa .>;� DR ft RlCrip INSULATION � &A oNUP li KED/ TreA16D * _ 0 D D aA WOO D CANT — - e '� 1 O.' e NOTE PR� IME CONCRE E IVIL109 $TL L• TO Af`PLICAT101J OF sr%ALAN" — I ' . �-- \TOP of 5TRUGTURAL� 1 PANEL. ,JOINT PLAN 2 PA�Ej� �o! NT @ GORN E IZ PIffCAOT 'T' AdI Ila I �- o� - ---- __ 3 PANaL � OIN7 � 5`VGTION 4 PARAPET A4�1 11�21i ;>11A4,� '1,211 , 110► A,d' tI�2t1 ' tl -oM . LAMONT6 WA{,ir -- G - a moncs THE FAMILY CLOTHING STORE � � u r w� 1 WASHINGTON CIRCLE .,eke, o• �----+,41,fT . ` -___ --_ �rt��: ..�l..L_.__----� TIGARD, OREGON 1/4" 10LASH I N& _0 1 PRAMP CANTPRAM x + 9 U NGs S7 I N?O 2 x a WALJo T GILL- IFAI 2- t(A 1 NAI Ly EA END) _-- 1 - r ---- - - t A,rTAxOH RA11.113 TO w LL Wl 2 -I DI x21 ,,bli X I^IM3,1I CHIP ANCsLE4 ^ •'e;. � qe.•, � ' TOP AND TOM 8 u + tit ExF JOINT _ - I'POviDE 1/1.* PLYWOOD KICKDOARD / oa. 4 e CONI SLAD W/ DEH I N D spits JOINT DETAIL n G41I GKUi CD R^CK — - - ------ -- —_ N0TE5 SEE 5 MiG JOIwT Co 51DEiNALK GUE3 7 �oOF, HATCH 8 Date: ,1.O r --- y/A � �!O� ^— Copyright CadsoNFerrin Architects P.S. ' I __ "�{�?. ..� ;.�Tl -`'WM ..wrou����Nl}�µCWF.`.�4M iN3++'Y eavrHttN:nrnan N14tl"fam,�-:,• Ytw?1+;gPn�ylY•Y�bo1�iY�p'... . "v*}+ ,,,i:v:,,ankwrr '�°I'' --(�;N7JAYrmrga., . .. s-+r 9.r. u- .ti•'Y.rb. _. _ ... „y .... r ,. �.• _...,.i.c�.w...,awu.r,: ,w;eSth.A' Adm,p,[.':-:P rptf,Ni,.,. �::.daviy:Za.r''i.. "'}lr,i'A ..' `!7 n ....Mr �...,......��- -�,-,,,. .-. II111 111111111111111111111111111111II�1 !1j I I I � I I I I I I I I I I I � I I 1 1 1 1 1 1 1 111111111111�IIIIIIIIIIIIIIIsI11111111111�11111111111II11 IIII11111IIIIII IIIIIIIIII11111 111IIII'IIIIIIt '� `, ! - NOTE: IF THIS MICROFILMED 3 A�`_� 5 6 7 8 9 LIQ II) 12 DRAWING IS LESS CLEAR THAN - THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - - - -- 0C 6z 92 Lz 9Sz! 1yZ Ez zz Iz Oz 61 91 it 91 51 1111 E1 zl II 01 -s! -'9••- 1 9-."''"' s-- �►IIIIIIIIIIIIIuIIIIIIIIIIIIIIUIIIIII�lI1F�II11hul11ll11nu1111111INT►la11�1111�11►}IIN11111111111.1�1I,�U11�InIIIIJIIUI�#LWllnllt�lllull�►f�lut�lll�f111�fN111111�11ullnl�dlllluullul�lulwll, �►�u11111IIW111111111I�ulllllliull1111�Uu111l1�11uI11ullulllwluH AYM 21 � 1990 rtb, CARLSONNE�- A Ii (: H I E G it T . #r I I I i I I 2 9 rat 0 j 206/ s �- -- — - 441-3066 D I o 0 00 r > 928 . . I sn Pike PfacMark o ;� Seattle.WA 98101 .•,r, I �' " ''� �r' • 3rd fIUOf is ..a 1 Champion Bldg Revisions:- 01 P evisions: FERM --•.- _ 21740 o �t Drawn : o I S Checked By -- -- -_ - -- - I � I I Owner rov21: e Q OIL u ' Cog,5 I / ` �' ►-�_•; �- __-- _ - -- -_� '4'• �- ---- - - s - ----- - - - - - - - -- - -- -- --- - - - --- - - - - - - - - - ----- - - i'-- - --- -- ► a `I o �:• ° ' I/ZI 9� 5TL HANDKAIl. - r i 00 Af- i I t* I /LIGHT- WEIdHT CONC FILL.- 0 ILL.C 30 6'L. PSN To VAIR Andi LANDIN6 • Il �. I II ' �-__ 8 RovloE 9hTT INOJL t R- ) To ___`� it FOUKRIN& 0 eXT91e10@ �� I THF. f^MItY CLOTHING STARE __ �� -,' RAI6 4 W/A,L VIVOND WALLS ONL" WASHINGUN CIRCLE TIGARD, OREGON 2_34.S I _ \ _, ► } Ik — �n ;.; o a•e' � oe . •�, • off �, . o v e ` j '7 ' 4� 12 *R�ADJ � 11� • 11 I-oil A I — 241 THROUrH NoC � � GT Project No.. Date: ,. ., _: .:- :. � r^^ynght CarlsonlFerrin ArChfh.ts IRS . V�f�K.1MRe`RN'�kRWP9tiY�MYIRI:.�;.:n{•'r.`. -�wroa^aac«�Y,rtaPan:w wnsx " F4� �.. '•6� rrT Sl - , ...+..._..-.• ...+•... ,16ealwws:lws+*rniwM.. i .wMtx+r.,:.•^.{y .., � i � l � I ( µII 111111(I t� IIII111 III IIIIIIII111 Ill 111 Ill 111 Ill 111 III III Ill III I�Ill�lllrlll Ilt III III I,... .. 1 I I I ► I 1 ` M•.,�n.. H. � ( � �I I I I I I � � I I I � I I I I I I I I I ! IIIIII�I111111�1I111I111111111�t111111II�IIllllllllllllllllllll'1111111 - MAE— 1 - W)TE: IF TFIS MICROFILMED ►.. . .K.. 1 2 34 5 6 7 8 9 l Q l l 12 DRAWING IS LESS CLEAR THAN —, TLIIS NOTICE, IT IS DJE TO TME QUALITY OF THE ORIGINAL DRAWING. �.-------- - --- - - - -- - -- _ _ - - --- OE 62 62 L2 02 SZ b2 f.2 ZZ 12 OZ 61 61 LI 91 51 v EI 21 II 01 6 6 L 9 ,nl nrltln�lulilul�uu11111�uu11uI�nIIIIm�I11111IIl�aulurF�Iur11:�1hll�.lallulhlil��U�U11Iuuln!1�lul ll)�IIIIINI�lllllll llll�!»��rlrr�Hi��Ilullru�lW{uu�ll,lhul�Ul�WIIlh 1111111juidwiliJill!al>jlllll!u uuwu61u..u111111wilitulim A � 21� CARLSON/FE A R ii I F. C I i I QOCo.Glr► _ 206. _ 441-3066 ' — -- _-_-----__---___ .- D•� 1928 � tl,vAi n F 1 e. I G a Pike Place Market Seattle,WA I 96101 Say 1�,n�Mr i 1 i 3rd Floor �' Champion Bldg Or O�V — Revisions �2/ 15/ 87 SHELL PERMIT I I Drawn By: _ Y� Checked By: tt QAner Approval:—--_ K � I 0 I --� F•irANDtZA 1 1. BEYOND 204-A 35'$' t% STUos C, 1 _ bA g ??Wi N ULA 1-;0RNOVI( I?E 11� • v6 R N�& a exTeleloa wA 113 � --i R^ll. To WALE REYoND - , O g' LIOHT•WE16HT GONG FILL- - 1-_-- 20 3s sn PAN To vwsL aM V►NDINCrOL — I 1 i Lamortsu TME FAMILY CLOTHING STORE WASHINGTVN CIRCLE �► I'�z 5TH- / f, TIGARD, OREGON M eI Q A ,R H TREADS 0 Ili'- 7--+' 17 ro-SAPS P I1" • 1 y'- 7 .I a, ------- ---- -------- -- 25 A S ' GTION � HROUGrH 57AIR NQ 2 � w � 0 Pro'el ct No.: _✓$ 2 Date: — r tl �,.....___ —...._.._..,..—.. � ..,cww..�. . _ ,..,vh• ..p"�*,�,.. .,�.- +MMw a>. ���..��,,,�.�,.�..,«..y.»..,,..a -- --- ,;� Copyright Carlson/Fe Architects P.S. gem . ,. w-�, + .r� �Rh4 • "` !1 I1�11►IIll�llllll'Illllrl�IIII111�111�111�111I111�I11�1�1�l�III�I�I�IIIII�III�III�IIIIIIIIIIIIIIIRIIIIIIIIr�llll1�111�111�III�III�IIIIIII�IIIIIII�lllllll�lllll�ll�lllllll�llllll 1 1111111 111 WWI I ll NOTE: IF THIS MICROFILMED._ 2 3 4 5 6 7 8 9 I0 I I 12 ' DRAWING IS LESS CLEAR THAN ---- ---- —�,� M. THIS NOTICE, IT IS DUE TO THE QUALITY OF TlE ORIGINAL DRAWING. _ OE 6,7 92 LZ 9Z SZ bZ EZ ZZ IZ 02 61 91 .LII 91 GI t,I CI ZI 11 01 6 •-1.•-•'8..-.,. ! 9 IS--.-' ---bl TIE.- Z 10191111 �►Il�llll�llll�llll�lul�lnl�nll�lnl�lll►�II11�I111�1111�1III�IIN�1111�1Nl�ltll�llll�llll�llll�llllll�,(I�,U1111111�IN1�lU��l)4111111�I111�llll�lltt�l11117111!ltlll�ffll�llll�llt!)111�IIII�IIII�IIIlU1L1�1111�UlLIIIIIIIJlJ1��Wlll1ll�111111111II111Ull�lllll111l�JlU�UU�IIII�IW�ll11 �', � MAY 21 1990 � •r D CARLSONNER. . A R Fi i r E C h r ' 1 l i I or, - 441-3066 �G U x `�� 206! I 1928 nnhe!D F CARLVA iPike Place Mark Searle,WA 98101 •� 1 3rd Floor J ,rA[ P Champion Blag of Up��1 1. i Revisions__ —_-_-- —_--- _ _ I% b7 Ot4U.L_PERMIT _ 1 ; 1_011 GI o n i I O O I - ol-- --- - - - // l • o •� �e�. Drawn By: TOM Checked By. Owner roval: �i a a P ` 4 b�CTT�NsULArION ((9-11 ) TO PURRING C EXTERlo0. � �,�/ WAI.Ls oNLI - r. +� tl I L16rHT- WP-16rHT CONIC Fl1.L 2 o 5T L PAIN TO 91T^I RLANPIWdr ,- I 1 2" Q 4 TL. HAHOR� +1 - — --- ----- -- I ' 1 , 1 --- in y'' ----_ g5�sit M?� STUDS n t11 — C 1 HR CON"Yf UNDER 9TAIK), ! w a �llillillill� Jill THE FAMILY CLOTHINGvv r STORE — _ WASHINGTON CIRCLE � TIGARD,, OREGON L I� --- _ ,,. ' G'l• 6 i� 13 TR�ADS 2 11 ' 11 l- 11 l 31 D 1+1 tR�D�4 r 11 �' ILI- 10 • 1 1 r � a• SEG T �iRoU ��! 5Tq! tz �;o _ 17--1 _ V . Protect No. Date' s '�"„�: "� _ .., ., • ..��..�,..,,.._..-.,.M.rv_..�. ..__ . ....-.-.�._,-,....,•.•. , __ .... .� , , . Copyiright CarlsoN!'ernn Architects P.S. II 111 III IIIIIlI �I _ IIIIIl111I111III..II11I1111111111 �' - - - !2. 111111IIIIAn�lllll IIII IIIIII II IIIIII �1IIII IIII I(IlIl . '* I - NOTE: IF 11-11' M ICROF I LME') _. I 2 3 4 _ 5 6 7 8 8 110 11 12 DRAWING IS LESS CLEAR THIN THIS NCTICE. IT IS DUE '10 THE QUALITY OF THE ORJI,;INAL DRAWING, 0C 2 92 L2 92 S2 b2 E2 22 12 02 61 BI LI 91 SI bl EI 21 11 01 6 9 _IL 9 S - b E 2 �►IIIInIInn1v11111u�u111nIlIIIIIIn11IIIItIl111I1111I1111IIINI11NNu111111IN1��.IINIIIIIIItIII�I,U1�111I1111�I1JI111w11�1111111)IIIIIIIIItiI1111�U1��IIIllrfnluu111uliu>llunlll�llllll�lt)1111I1WIwYtiwUll�luulwlluu�,uulwilllulUulilulwl�llull1u111111UU1u11 A, Y 1 r 1990 - _. - ---•,_.. .�_:. ,..aYl�lln;.•- - _ _---...:...+...-s ._..�__ tom:. •",.,.:..- --"- •-l+-�u.�:r- •... CARLSON/FER A R C H I C 0 I I C� n, Z 2061 441-3066 �Cj Ips, 1926 XNAL EGk Pike Place Market h Seattle,WA 96101 J� /�' Tf 3rd Floor p Champion Bldg " Of t Revision-s.. Z8 S-7 - 1-2- 1 r2 A-7 ��1c_�'�1T Ipi OiIOG� -;�K�t. _ �IDF,WALI►- --� _ - X1,01° ♦ �.rd's — �' I/�I' le I M.+ _''' "�"r--s 1 , c SL S stn C , II " Pfr- 10 >7 pcAli.1 . 10 JON .r A / b I oll OD Lamoncs THE FAMILY CtOtIAING SCORE v a WASHINGTON CIRCL % - TIGARD, OREGON a L ° ", � , n n � • � M-.tee �. y I � TREAD S I I - a, Al A5 II ,. t , hA ! Protect No.: •r •r + h ' Date: ht Carlson/F emn Archl P . �pY sects S f 1 1 1 / 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I l l l l l l t l l l I I Irl 1 1 1 1 1 Ili I l l l l t l l l l l l Ill 1 1 1 1 1 1 1 I I I I t 1 1 1 1 1 1 I}I I l l l t l 1 1 III III I�1 1�1 11 IFI � �� } NOTE: IF THIS MICROFILMED ...,.� -- 2 4 s 7 Q g (0 11 1;� , DRAWItIG IS LESS CLEAR THAN ---��r THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW 143. .-_---- OE 6z 92 Jz 92 Sz bz Ez zz Iz 0i 61 - 91 LI 91 SI bl EI zl 11 01 6 9 L 91:2j b k; z 1"��'" ► 11 ��III -I .I''' '-• ..I. ,1 I���`� x...•1•--.'•-1''. .I.,.'',.,.I I,,,,'.. �►11 lnlllllllllllll�IIIIIIIl1111111111111�11u111uInu11n11uN111Ni1���J1�!!l�U11Int,1,�)�,(�,�)�tlunl11��1u����lrllu,�liul.lt�lfK�1t111Ut�t}nTlinl1u11n1111nLuulul�,lu�iliWWJ��J��V�W11WW1111)Jllllll1111lll�ulll!llllulllullwl(I,w�nH ;'• 1 MAY2 1990 _ _ .: ♦ ,..�. � _.. _. ..., .... .,,,�,._ ,...,,,,, — ---�,.�nv. �r.. - .. _ -_ ,. ..�- --.,.__.._._. _.. .. mss..-�_s._-... ... +� Nit CARLSON/F u ' A H C H I 1 E C opt -� —w 7 sr 4441-3066 4 11-3 0 6 6 1928 v , a Pike Place Mar t aha " !� Seattle• AC 98101 3rd Floor v` Champion Bldg o !; T� OF 0 Revisions oo Ql �jt -- - - Z , - v -711 NNN►►111 \lC, � I A J Drawn By Checked By: - - Owner AAroval hip v .Q • V > -- a �► 4 d J F r� 3 71 - 7J La ES THE FAMILY CLOTHING STORE 19. A - -_- WASHINGTON UR C TIGARDY OREGON —9— V K4 via" I 1 p' i ProEect No.: Date. f ti � • � Aw � +,�,,+, 'dM WdpdFN1Y1I�hNeol� , (�. I I 1 I 'I ' I 1 I 1 ( I I I I I I I 'II III I I I I I ( I � I I I I I i I I l ld ... _... , - y •. ,1 I I(r I III 1 1�iIIII I.I..I.�II�I SII III III III I`r i'jlr �I�II ,I—I�I III 4III III III III I5II III III III I6I . I I ( ( I 7I I I 1 I I ( I I 1 I t (19IIIIIIIIIIIIIIII1I0I III! IJill 12NOTE IF THIS MICROFILMED I .�.■ate i DRAWING IS LESS CLEAR THAN _ — --�►+. THIS NOTICE, IT 1S DUE TO1 I THE QUALIT OF THE ORIGINAL DRAWING. OE 62 82 LZ 9Z SZ bZ EZ Z2 12 OZ 61 of j-1 91 SI bi EI 2I1 II UI-I- 6 ® L 9 S III, E Z �nlluldllllllunlulllulllllllhllllnlNlltIIIIIII►it111111I111t1IIINNNlllullllpli.111IIIIlI11111J�jl.�UIIIIIIIIII!1IIUIIILWIn�lttttll Itl��►��ttltlu►tI11I111fitlUllllluhll111iltllulllulWl�WIIl11_IIl�I1��I���d�ulNullu:lilllluullul)uuL�u�w�IUuIIlullulllwlnll MAY 1"24 x 1990Aim :24 E CARLSON/FE A R C N I T E or 171, 1 _u II 3066 ` 1928 la�l0 CART Pike Place Mark n Seattle WA 98101 3rd Floor ./ Ct,� rvi Champion Bldg 1z Revisions .�_/ '�j, � IZ/15�87 S��I� f w►�wT'�� Nt 1k Z _ - r j - - - na Id v ` Drawn By.�_ _o — — — Checked - Owner Approval: # A%V 73 - rt iz s L -0 1 d PO Qb • � � ' s` ,�" I i \�� �� AL1 fT -� A .i 3 � A 14 VLamoncs I � 341 n ,_ l (� N THE FAMILY CLOTHING STORE II�'•1�1 IIa}tQ71 Iln-1 L 1 WASHINGTON CIR N N TIGARD, OREGON Y� ProectNo_ Date: copyrot GirlsoldFrrin eArcNtKtB P.S. 60 I ,., .w�. ..,.u:�1v.Ni:; l��: AR'VPF!?M.^Y.c+n.**.BMW'.+amvrwe�•v..�+rt,T�rryJc�..r.5wv..A..w•�.:.w�.a.. _,.. ...we.itf:.. ...:.�.... -. :. . . -,.Aw..�N _ .. -. .. r1111 ► I1 111fII^ IItIIIIIIIIIIIIIIIIIIIIIIII1111111111i111111111111111111111111111111111111111111111111 { 2 3 4 5 6 7 8 9 ILO I I 12 NOTE; IF THIS MICROFILMED .., DRAWING IS LESS CLEAR THAN THIS NOTICE, iT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. -- 0£ 62 82 a 92 S2 1112 £Z Z2 1 0z 61 81 •LII 91 SI bl £I ZI II 01 61 6' 't ' ..••9'-.-•1.. SI-.--'.--.t E 2 I :2 y��i" ru�nnlnu�uulun�uuluu�nulllll�nIIII111�1111111U�1111{IIII�INI{Illl�lllL�LIN�IIII�lllll�,ll�.fllll�llll�ll!I�IU!{llUlllll�lui�1111�1►1i�1llIIl1L►�tNl{tttl�llll�llll�lllllllll�llll{IlI1�WWl1lW�ll1111111wdW�L{1111111111111!!11111111111111�1111�1�llU�NU�IUI�IW{1111 2 �MIA1990 CARLSONNE A R C N I T E C ,r,:r'. 1 n 206/ D r � G 441-3058 „�� ��► 1928 CJ UCAAL 0 F SON Pike Place Market Seattle,WA 281-7 I! ----- --- — — —� —� 7'_ Ip I/Z, 3rd Floor M' ot Champion Bldg !� D}' O,. Revisions: e, j7i�j 157 • • -- • WF' -may - _ _ - - -- ------- -- I y• a - --- --- ---- i -' Orawn ___- Checked By: - -- - -. Owner Approval_ LING D��-I N ISH 3 %"T� e • LLr TrV' r W 4 _V 7 i CD vZ Lamoncs 4 Ni.d i ,, • p r • o �O _ r ' .. ' ' - �, ' , ' THE FAMILY CLOTHING STORE �1_511 -- -- - - WASHINGTON CIRCII TIGARD.# OREGON low C r C" Project No:_ Date: • _ r'' rr. -�zrraeh.-�w�Ymw�& �.- _tu •._ �; n - •«tn. .- • �,:.,a:, ,.•��.,• ode y�L (1��1�(�III�'1� g•. • so P.B. f ""'� r�` ^IIIII�IIIIµIIIIIIIIIIII��IIIIIII+LIIIIIIIIIIIIIIII�I,lllllllllllll�tllllllilrl�lll�IIIIIIIIIIIIIII}IIIIIII�IIIIIIIIIIIII�IIIIIIIII}III}111}III}IIIIIII}III}11�f}III}IIII111lIII}III}III}11111 '� � ..� I War NOTE: IF THI MICROFILME D '°--- - I 2 3 4 5 7 8 9 10 ( ( 12 DRAWING IS LESS CLEAR T'1AN THIS NOTICE, IT IS DUF TO THE QUALITY OF TW OFIGINAL h DRAW I W3. 8E aZ 92 Lz 9z SZ fp L' C2 ZZ 12 02 61 ©I rL 1 91 91 b l E I 71 I I 01 6 9''"'� c I9 9 b IC- z I wvijw �r•tL�unlnL;�LIIIItuIIuLllluLllll►llllr�unlHtl�ItuI11N�11NIHNN111�1111�}II}�1_{►I�UIi�II11111,U�,1f11�1111IIIJ�Itll��dUlll�lllf�Llll�l111�I111111f��tltL�t111�III1Ilili�illllllii�IliiliUi`llll�llll�liwul�llwluuuW111111111i11�llliliilllllllhllf,lilllllll�!WIIIH MAY 4-w 11990 •+ra'�►•-- -"�We-- ..i .._..._..-_...,.,...:... -.. ...ec,e,.. _ _._.. _.....oyy,�,.r_�.�,._ __ .. ---��.._-. ...M�1N^vy, --.._._-..�__._ -- ...-_ _ - .. z. h: CARLSON/ A R C H I T , 1 ,4 I� l I I I 4463066 11 4�fn _ 1828 oo►uun► cran snM '��A Pike Place Mar Seattle.VWI , - - 98101 �Au _ 3rd f►oor `� -- Champion Bldg IG or 004 -- - Revisions: I l Drawn B Checked By:------ owrwrl I Ir— — 0 7 F t'4 • Y i1. Loamcs 1 4 THE FAMILY CLOTHING ST.;?IRE ; WASHINGTON CIR TIGARD, OREGON r n r _ - 44 .{ ProfectNo: S7Z3 t _ e Date: d1i .. � .. Newswr:�� - ��Com•, 411116. .` �, � f' i ( � I ILII ,IIIIIIIIIIIIII � IIIIIII � III � III � I , � IIIIII ► � IIIIIIIjlll � l � ) II � � ) I ) II ) IIIII , II � II ) I NOTE: IF THI" MICROFILMED r. I--_--- _ 2 `� -- '4 6 7 8 9 IQ I1 12 DRAWING IS LES' CLEAR THAN --� THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. — AE 62 92 1.2 92 SZ e2 C? 22 12 02 61 81 [1 91 !11 b l E I 21 11 011:24 �►IIInnlnnlunlun�uulullluullnlllnllllllllllll1111I111111111IINIIlU1IlII)�LIUIIIIIIIIIIIIII,i�.UllllllllllJllli111111�IIIIIILIIILIIlI11)Flt)1llilllltlnlnlil)Iuluu�11111uuI11ul►,ullllt�WIIIIII�llWW�U11I1W�1111�1lll�illllllll�llL111111�IWll111Ill1l�llull)ull,�llllUhm 1 . . . MAY 21 � 1990 i i �, B , G � ST( A ) RUCT NOTES oil _ ( D) 10"� 1 '- 5" THE FOLLOWING NOTES APPLY UNLESS INDICATED OTHERWISEe z + Bre ll � Z � �� � i 6„ I ,- 8„ CODER 1985 UNIFORM BUILDING CODE WITH STATE OF OREGON STRUCTURAL CODE SUPPt, 4ENT. �' ��� 1`0� DES)ON SOIL PRESSURE, 2, 500 PSF MAX. DEAD ♦ LIVE LOAD FOR 2 FOOT COLUMN AND 161" WALL FOOTINGS. INCREASE BY 500 PSF FOR EACH ADDITIONAL.. FOOT OF WIDTH TO A MAX;MUM OF 3. 500 PS4 CAST FOOTING,3 ON FIRM UNDISTURBED SOIL ROOF P -68 M10'ONIUM BELOW FINISHED C RADE. FIN . FL. EL. 1_ u 302 DES LIVE LOA D$8, Z m In 0 0 0 `1 In x,. ROOF w m RETAIL FLOORS = Q Z m Q G,ArtAG.. z 50 PSF I n a v a _ �' _ � - it { x CORRIDORS. STAIRS = 100 PSI` (01 acv II w % ?,% BASJC W IM) SIPEE� - 80 MP1.i E. XPOSURE 8 w Z 0 I o 6� _ WIN q = 17 PSF I - t .0 IN WQm 28 E NO. 2. �K 1 .0, CS = 0. ; 4 U) Q - -- -- _ -INFORCED CONCRETE.., foo = 4000 PSI. NOT LESS THAN 6 SACKS CEMENT a � � Q ` _ — Pilr R CU. YD. AND NOT MORE THAN 5 G At-LONS OF WATER PER SACK EXCEPT FOP, N lu 06 BRG SAD 1/z � 18'/2 * O'-Iv" BRU PAD � BRG PAD '�2*IS'/Z��'-811 �,` SLAB ON GRADE AND CONCRETE FIL:. OVER � _ � E DOUBLE TEES. SHALL BE fp 3000 PSI, � 0I TOP OF COL TOP OF COL Z - /Z '` ldiz -,O'-e" In 0 TOP OF COL NOT LESS THAN 54 SACKS CEMENT PER CU. YD. AND NOT MORE THAN 611 GALLONS Q Z u OF WATER PER SACK. SEE SPECIFICATIONS FOR ADMIXTURES. REINFORCING STEEL w Q PER ASTM x,615, GRADE 60. LAP ALL REINFORCING 40 DIAMETERS AT SPLICES. 1n F REINFORCING STEEL DETAILS SHALL BE PREPARED BY AN EXPERIENCED DETAILER k CONFORMING TO STAPIDARD PRACTICE OUTLINED IN ACI 315 MANUAL OF STANDARD PRACTICE. ALL WELDED WIRE FABRIC SHALL BE FURNISHED IN FLAT SHEETS APV CONFORM TO ASTM A111115. '..AP ALL EDGES 114 MESH MINIMUM. RETE COVER ,FOOTINGS 300 WALLS I • EXCEPT' I �' •WHERE EXPOSED TO CONCRETE ►TH ER AND 2 AGAINST EARTH. BEAMS AND COLUMNS Ih TO ST:RRUPS OR h TIE S. SLABS 1 • EXCEPT SLAB ON GRADE 1148 . WALLSe. AS FOLIOWS1 62 WALLS, #4 0 I2 HORIZONTAL AND VERTICAL 0 CENTER OF KAL'r.s 60 WALLS, #5 0 15 14ORIZONTAL AND VERTICAL � a 0 CENTER OF WALLS ' 0 W AL.I.S, #4 0 16 H DRIZ%,. TAL ASVD VERTICAL EACH FACEv m SECOND FLOOR ►�- 128 WALLS #4 0 I2 HORIZONTAL Aa M VERTICAL EACH FACE. AT OPENINGS. U PROVIDE 2a5 TOP AND BOTTOM A1,0 2-#5 ..'ERT EACH Si7E EXTENDING BARS 2' -0• O FIM, Fl. EL. 281'01-01� --�`� BEYOND OPENING, EXCEPT 10• WALLS OVER, PROVIDE 2-#6 ALL FOR Z AT CORD RS PROVIDE CORNER U SID Z 4 2 - E E , IN OUTSIDE FACE SAM TE RS EACH LEG, ' E SIZE AND SPACING AS HORIZONTAL REINFORCING. AT INTERSECTIONS, PROVIDE .., , NY.P+. .. . • _ __--"_ 0 / J I• 0� FSM_. -.�,�'•� ` ; {` k 90' MOK ON, HORIZONTAL BARS OR C00FR BARS OF SAME SIZE ANO SPAC.NG AS IM � _ ! HORIZONTAL BARS OF INTERSECTING WALL.. PROVIDE VERTICAL DO�cLS ALL WALLS O _ 7 - p o h� SAME SIZE AND SPACING AS VERTICAL STEEL, AND 2-#5 CONTNUOUS TOP AND � 0 BOTTOM. Z Z . t STRUCTURAL STEELi. ALL STEEL ASTM A36, F - 36 KSI, EXCEPT 51 rcUCTURAL TUBES TO BE A500 GRADE Be _ J . F 4 6 KSI SIZE WELDS CONTINUOUS 0 2 r4E, 5 1 FILLET PERFORMED BY WE1._DERSERTIFIED IN ACCORDANCE WITH AWS SPECIFICA- TIONS FOR ROD AMD POSITION USING HEAVY COATED ELECTRODES. FABRICATION ' Z T/9.� $ AND ERECTION C T IONi L B I N -' TOP OF CORBEL ToP cF coR /� IS �z "0 8 SHALL E AG�,ORDANCE WITH RISC SPEC�FiCATiON:. PROVIDE 0 EL 282' - 11 1=L. 2 ' - i 3`'o TOP OF COR5EL I TEMPORARY BRACING UNTIL PERMANENT STIFFENING IS INSTALLED. HUH STRENGTH �8 82 I /g Eh, Z821 - 11 -3/0" BOLT SHALL CONFIRM TO ASThI A325 AND STANDARD BOLTS TO A� 'M A307. BOLTED CONNECTICNS SHALL BE %• DIA. A325-F FRICTION TYPE, JNLESS NOTED OTHERWISE. TENSION HIGWSTRENf TH BOLTS BY DIRECT TENSION INDICATOR METHOD ► { , USING APPROVED LOAD INDICATOR WASHERS INSTALLED IN ACCORDANCE WITH THE MrANUFACTURE R' S INSTRUCTIONS.APPLY OtE COAT OF APPROVED SHOP PAINT TO ALLSTE CL EXCEPT FOR SURFACES IN BOLTED PARTS AND STEEL EMBEDDED IN CONCRETE, j - y OR AREAS TO BE MELDED. HEADED SHEAR STUDS SHALL BE 3ADIA. x 41,6„ - _ JKIIFORCED MASONRY: f' m a 1500 PSI. SPECIAL INSPECTION REQUIRED. ALL }I' t 'BALLS. HOLLOW LOAD-BEARING r(w=RETE MASONRY UNITS, GRADE WI PER ASTM C90. TYPE S MORTAR, PER ASTM C270. REINFORCE WALLS HORMONT Y WITH LTH ' ' 8' HIGH BOND BEAM' 0 4' --0" O.C.. REINFORCED WITH • 2 , CONTINUOUS AND 2-#5 MIN. AT Terra OF WALL. REINFORCE VERTICALLY WITH #5 0 24• FULL In , t' HEIGHT OF WALL, PLUS I - #5 VERTICAL FULL, HEIGHT AT EACH JAMB, COR- i o k FIRST FLOOR _ NER, INTFF cCTION AND DISCONTINUOUS END. LAP RE11VFORCING 40 DIAUE- F' FIN, FL, EL 2&9'-(.11 _N #�, TE RS MIN AT SPLICES, CORNERS AND INTERSECTIONS. PROVIDE VERTICAL > DOWELS ALL WALLS SAME SIZE AND SPACING AS VERTICAL BARS. FILL ALL BOND w I . • - -- " ----- -- o. — _ - - _ _ ,� BEAMS, LINTELS AND VERTICAL REINFORCED CELLS WITH 2000 PSI PEA GRAVEL � - • ° I CONCRETE WITH 9' Nt1 ' H SLUMP. PROVIDE 8' DEEP LINTELS WITH 2-#5 BOTTOM • I FOR OPENINGS NOT OVER 4' -0' WIDE. EXTEPD LINTEL BARS 2' -0" MIMMIJM BE YOND OPE NTNG. 1 W z• vEAW ISG I � � a �N f i I _� _ b �} CAST-PAW ST RE SSE D CONCRETE: ALL HSE M8E RS f' = 000 PSI NOT LESS THAN V SACKS OF CEMENT PER CUM YD AND NOT MORE THAN 5 GALLONS OF WATE P PER � EL.2�r0- In T z `� • r ' '' � ; SACK FOR ALL PRECAST PRESTRESSED MEMBERS. lI r ► CONCRETE STRENGTH AT T KNEE R OF PRE ST RE SSED SKAL.L BE 5000 PSI. PRESTRESSING V w TENDONS SHALL BE UNCOATED SE VEM-W I RE STRESS RELIEVED VE D ST RANO) PER A.S.T.M. cc LU Z is . A4 16, GRADE 2 T 0. RE INEORCING STEEL PER A.S.T.M. A61 GRADE 60. TENDONS EXIST. �-- -- --- __ � ,. a .1 O I'-D" WALL �i SHA L RETAIN FINIAL FORCES SHOWN ON -DRAVII NGS AND IBE SIZED TO PROVIDE ULTIMATE 0 BRG Pap BRU Pad - ---- / CAPACITY INDICATED ON DRAWINGS. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR ~ J TOP of coRbcL --� $/e K gel/2 �0'-10 -5/13 ,, 1S1/z Ko'- lo'' TO FABRICATION INDICATING TENDON PROFILE, � �t CHORAGE SYSTEM J K WI' EL. 2(05' - 11 ,/g„ ASS ACI r FORCES, J BRCa I BRC-I PAD, '/z *43/4 �O'-S" TENSIONING SEQUENCE, ELONGATION AND STRE LOSS DATA, REINFORCINIG, ALL _ TOP of CORBEL -- EMBCDDED ITEMS, AND TYPE AND LOCATION OF LIFTING DEVICES FABRICATION, H (T Y P EA D T ST E M� E L 'L�0 5' -I I '/g " ! TRANSPORTATION APD ERECTION SMALL BE IN ACCORDANCE WITH PCI STANDARD. Q --tot I ETAL DECKING'! SHALL BE GALVANIZED STEEL, DESIGNED, MANUFACTURED AND -- I I NSTALL10 PER STEEL DECK INSTITUTE SPECIFICATIONS. COMPOSITE CK 3 � OE �- SHALL HAVE EMBOSSMENTS AND INDENTATIONS TO DEVELOP COMPOSITE ACTION 1 WITH THE CONCRETE FILL ANS? DESIGNED AS A FORM IN ACCORDANCE MillO W � AISI SPECIFICATIONS. ANCHORAGE TO SUPPORTS SHALL BE SUFFICIENT T � o �"�'� Q � ` RESIST A 30 PSF UPLIFT. DECK UNITS SHALL. QE FASTENED TO STEEL AT � TRANSVERSE AND E N10 SUPPORTS W i TH X4• t WIE TE R PLUG WELDS AT 12' O.C. � a f PARKING I ll AND 12* O.C. AT SIDE SUPP'ORTS1 SIDE LAPS F 0 0 AI}JACf NrT UNITS SNAIL BE _ � FIN FL,EL. 254-(0 -� I FASTENED WITH 1148 SEAM WELDS AT 24» 0.C. MANUFACTURER TO PROVIDE w _ _ ! AL OiTIONAL METAL REINFORCEMENT AND 'CLOSURE PIECES AS REOUIRED FOR •.�., ' •I a '� o a,. , - - �__._ ---- -- - -- -'"— _ --- -- -- - - ' CONTINUITY OF DECKING AND SUPPORT OF OTHiWR Willem � < Y t R£11�FORCE CONCRETE. FILL WITH 6 x d - W 1 .4 x W ;.4 WELKO WIRE FABRIC, _ ` IN FLAT SHEET S. Z Ir h .. d LJ U /R ci W H �II I IN 0 w Q. UI r i n tT WALL SECTION AT GR I D AA �__ BSECTION AT GRIDS G ' WALL SECTION AT G o4 ti 1211 11'011 1 II 1_ II C R I D D Z } Z /2 = { V211 a 11-0II W V I U Z W d 0 Q w 1.-- Q Q ¢ I 4 Q . z a 0 U all1 1 1 ► I 1 ' I I I I � 1 I I I I I I I I I I I I I I I'I t 1111 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 I I I � I 1 1 1 1 1 1 1 1 I l l 1 1 111 _ __.._._ ' � •• I I I ( ( ( I I 11111 1 1 1 1 1 1 V I I I 1' 1 1 1 1 1 1 1 1 I t I I I III - .... I � I 1 I I I I I I I ( I � I � I � I . , I IIilIII1 � IIlllilll'IIIIIIIII IIII ,IIIIIIItIII III w } NOTE: I F TH?S M ICROF I LMED 2 3 4 5 6 7 8 9 I Q I I 1 2 DRAWING IS LESS CLEAR THAN - ---- - ----- THIS NOTICE, IT IS DUE 10 THE QUALITY OF T1� ORIGINAL DRAWING. - OE 6Z BZ LZ f!t SZ bZ EZ ZZ IZ OZ 61 91 LI 91 91 bl Irl Zi I I C11 6 I0 ---.'----'L•.-.'-..-I9- 'S-- -1 --.Ib IE-- IZ- I"■S " ►ueunlnulullilul�nulmtltlulln►�Iu111111I1111I1111I111111111I1ulIIWI#II1�.IIIktIIIkII11�L�UUIIIIII!1!IIHIf!IIIA111III11III11Ilttthltl�llLlHllltttllulllllUl#IILhIIIIIIIIIII11IUll�lllll1�11I1111111111W�w1111lWlll�lllllllil11u11U11I1W11111Ill11uIIlIIUlIl111I1111 2MAY1990 i I CMU WALL o�� 6 w.w F _ � eel�'Q�. W�Nv Zrd� -r- I'- 51 CL _ �, 1 EINF 5HALL BE- PROVIDE I/4x3/4" DP FIN FL -- o �, ^ � a � IRIGIDLY SUPPORTED CONT. STRIP IN POUR. FIN 2571_��1 =� my ti t TIED TO CONC. FILL WITH JOINT SEALANT. 24 .1 gLOGKS TY P. CONTRACTOR'S OPTION 3/S" EXPANSION J1: 3 -- - TO SAWGUT 11�'i x GOVT. KEY- -�3 x 2'-011 A Co FILLER SEALER #4 x �� i8�1 O.C. �� � x'�—� • 'V I � 5 DOWELS �; 24 O,G, n ( 3 � I TO MATCH WALL_ , 11 G� IB D.G.,GREASE VE-W-7 REINF :. LAP W. W. F. ',W W. 1z, WRAP ONE ENDK� 21-0j1 MIN.) 1/411 R __ I/2" TO TO P 11 TOOLED ED( E OF F I LL.ER WWF I III �€II W.W. F. z N 000 FIN. GRADE I FIN. FL.1- 11 m m a 1 cu --- - 5EE ARCH. o EL. 254 �o Q W m - --- " A o — 95 /o COMPACTED ► y F 4 4 _ a o `� __ � a " a " IIII=SIJ " BACKFILL x QZco ° jQn _ A o ,n — a �a IOQI NYN - - A� I r`!�t — ;� - `- w cu W4a0oI II SII _._( —I I „ -- II--- — _ _w I IIIII_._ll �I I-- I I-- 1�1 X111— Wit, I I I -- I _ _ —C _ _ ¢� II III=111 IIII_. II_(III - 2 5CONT. --=1i °a 3 a cu y SAND--/� —r�/3" �j X I'-G" A°3la ROD III I1 �— 3 5 CONT 1 =I : = II J 06 0 I II H O 3G OCG. , WRAP 4 n 0 4" 411 GREASE ONE SIDE Q STRUGT. FILL I� _O,I 11_ au CONTROL JO I NT CONSTRUCTION JOINT EXF' ANS ION JO I NT EDGE OF SLAB AT DOOR OPNG. AT STEPPED SLAB T Y P I C A L S L A B O N G R A D E D E T A I L S A NO SCALE #4x U DOWELS --% U f -� (CORE DRILL rw - 2 i1 a 10' BYi'- ' of EPDXY G OUT ) \ IZ EXIST. WALL 2 ,1 z 8- 7 x 3 ( ---- -- - -- - DOW EL S (TY P) C.M.U WALL �- L4 B4 DBDWGONT%"x 0'-4n (0 LO 4' -711 BLOCKOUT _ / ---- - --- Z o _ j / HEADED STUDS @ 24- 0C FOR HYDRAULIC JACK W � W Q F FDR LOCATION OF CMU a / - #�}, x f -- - # II 5 G°' n �'� U � 10 Iol' @ 181' O.G. HOR. $ VERT. �" WALL SEE ARCH, DWG. - _ 2-45 TOP C:ONT. ° ,d Z � Q Z 6 CL WALL Q L4 SI! CMU U WALL i -FIN. FL. FIN.FL.I_-u #4 x -v Q � � � v r E.L. 2571-G'' E 25�' 6 O.C. s Dow Els -141' O.C. TYPE I TYPE � _ a ; �� TCH WALL VERT. RSI NF. CLAP ,-1211 EXIST ,, a 4 - FOR RU B S E R u g I CONT, WALL ,-12 EXIST. WALL BUMPER CaUARD o a II�IIII�IIii �►11= SHEAR-KEY Q '21-011 MIN.� ---____-- ___-____ _ _ _ _ C__ — _ - LOC., 5EE ARCH. I� # 1 II z o Tn 8 G.I•P WALL ADD 4x4-O 7_ FIN FL. W.W F - - - _ _ -_ EL. 25 I-(olI - -_' _`r' FIN FL # 5 G 121 O.G. GII TOP $ BOT 4 --� _ �n EL• 2541-Co 11 % - = L. -- - - - -- RT• ti >~ x Y /AI o I - - ..-_.._____ -K *- - o p HOR &VE I�/?'I Cc7NT T • ° - EA SIDE � �El.. - - o - WALL SHEAR KE`( 5 HAFT OPNCG. lF� � a a` � o° _ � Q r CONT. /� -� g/2p 2-# 5 CONT I O 6 n O N I a . I NOTE: GORE DRILL EPDXY 1011 I++f•f�— 011 I -- _ - _ a - I I _# _� �i - III=III -I 1n G ROUT THE #7 DOWELS II_ 2 5 CUNT. m - 10 INTO EXIST FTG. - .3" 4C, 1211 . HYDRAULIC a E.W. TOP SHAFT BY I '- 61/211 2L Oil TYP BOT. 10 1_ u D $ ELEV. MANUF •TYP TH 'ICKENED SLAB TYPE III TYPE L� SECT AI ON AT LOAD NG DOCK SAT ELEVATOR PIT j FOR C. M.U. WALL TYPICAL PILASTERS CT C Y211 = 1'-01' D - r - 11- V z 11 SECTION 2 0 � 211= 11 B Y211 II - oil ``/""� — 0 Izl u , p v W A GRID N ,��� � FOOTING SCHEDULE Z CC cn 1 11 0 D 1 - o I-v 2 to e,Yi Io J *-011 5Q. OLOGKOUT m 1-=� ---1 �� lo" I'-5" TYPE SIZE REINFOKCING -- 6 INT P/G COLUMNS --- I, ,'� �.G� �w ,- --__ a Q (AD 17'G"x 17-C x 3'_lo�� DP• 18- 9 B OT. E A. WAY - _ �J I = � W i O -- FOR F'I CASTER E I NF. 4 -�- 1 11 FOR PILASTER - © 15-(o x 15- 0 x 3-� DP I(c-#9 BOT. EA. WAY 2" RIGID - -- I SEE DETAIL B u 11 1 THIS SHEET 4 - I Cb A. [3 , - �?TYP REI N F SEE SCHED STYROFC'RM I W/ �EVELiNG NUTS � 11 - �� I u ' 14'- " " " # 11-3 I -3 O 0 x 14-0 x -3'- O DP. 12- 8 BOT. EA. WAY o R WASHERS x3 X01 -3 �� C.LP. CONC. -- � EX15T. WALL C '� — C.LP CONC. PILASTER 1 �� PILASTER � W � EMBED 2 -moi MIN. INTO P/G COL, g [� 12-0 x 12-0 x 3-0 DP. I I - 3 BOT. EA.WAY EX WALL - , ROL1raHEN JOINT 4" FLEX TUBE GROUT FULL PLAN I-I ROUGHEN JOINT -- I " 11 ' II � o WALL I A EXIST A Q AT EXIST FTG. T E S . WALL r- �.. y _^11 FTU. -- 0 CL I I c NON -SHRINK 11 __ Z - Z J 4 DOWELS GROUT EXIST FTG. a \ G1ST 8 / " X x - O • O I 4 / , c 4.. e••_ . O " - -- NEW FTG . EXIST. FTG. _ , O SEE FDN. PLAN U. I FOR FTG. DEPTH i t" _I _ W W i I m 11 1n III SII —' r = B OT TO M 2 0 1 1 I I O n m SEE PLAIN FTG. SGHEDULE FOR SIZE REINFORCING REINF. � — a � k, 1 I TYP 10 C. I . P. WALL TO EXIST. FTG. TYPI CAL INTERIOR 0 R FOOTING PILASTER - �EC. I . P TO NEW F Tom. TO EXIST. FTG. U Z W W 121 ' 1�2"= I '- o'' F G �p H w Y � I/���=I'-O E X I ST- FTG. V1IA N.T. S. 3 3 0 W 3 0 Q w 1- Q I/Qn= 11_Qn a 0 0 0 o y ..r, , ..• s • �•".".Iy.,Y{.,.�',1'A11.V4tM M w. i .: ..a .. a ..,..,..i'a^N,rMryiwYrx,- �GM'1".,,. .. i... L `4.. n., wi't I . i:,,, -...... 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G ohm OOm - - -- ----- ------ 5-2 c� `- � (D I --- v In — ------------- - - -- - a ——---- --------—— (L W m L9 4 IONY cu oil wzo w cu FIN. L. EL. 255'- 21' - N ,h -___-_-- ------ -- - -- --- -- - - ------ - ----- ----- -- - -- - --- -- - - -_ -_ -- N 3 1 11 5' 011.)(11 3" I a0 --.._.. N W 0 0 F IDPF'T - . o I I co I I Q Inz : 'CMU WA I N Q -- 2 '�- _ _ - ------ - - - __ _ _ � I L co I N7 9 - 1A 8 5 l0 8 I 1 u 17 - �2 - - (250 - 0 ) (250 -0 ) 13 U1211 2 I VOv, � 1 � � Z GONG. y1G 'L WALLt— O � I+ �o, 2wo � Z �Al t i 10 I A s' SLAB ON GRADE A V E (250 - 0 I W 6xG - W2.9xW2.9W.W.F (250 - 0 ) S-2 FIN. FL. EL. 254' -Gil O O EXISTING 12" — WALL IL F00TN4 171 - 211 WALL BY7 -- - --- *-� OTHERS %a" 2i-O"x 21-01' BLOCK -OUT ' ' D i FOR HYDRAULIC I - -2 N JACK ao N I z _c ELEV. OPNG. EXIST. WALL -`� WA P I ' I - I F G W co -2 _ I 5" SLAB --- _ FIN. FL. EL. C I - ---- - _ 1(2 50 -0 ) ' - ' - - `� :� (250 - O ) I LLi 257 � � 2 5" SLAB ON GRADE I I ' f EXIST. Z CONC:. WALL e C? FAN. EL• 257'- G" I I �— T 12 o (252-�) A _ J I , S-2' I / 8" CMU ,r--- EXIST. FTG. Zr m � o -- I WkLL (TYP) O I J 5EE, DETAd L FOR Z Q N SASE CONN TYP � I< _ P CL 5 _011x 1'-0" P rTCa -- - ---- - Q Z Al �250-41 W/ 5 - t5 C.DNT 150T o 2'11'-0" DP .. i FTG. C K250- G Q 0 41-0''x 11_01 (250 - O ) Io ( 250 -0 ) �_j 10'1 C WALL P IJE IO" Id" 1— '� " rn `g ( 251 -0) ao ' Z, O 1 n ► O TOP OF ,HALL D F EL. 2.58'- D" v .I 5-2 51M, LL- _ U) I J 5 0 xI -3 DP FTG - , W/ 5 - 5 CONT P50T : 10"P/C H ' ' < �j 4 12'' 0 C TRANS �- 6, WALL � 5-2 � z SI_011 x I,_3,1 D FTG. W ---- _ J ---- - - - v , - ; W 5 -#5�CONT 80T LONca. 12"0. C.TRANS. w z 7 W f ------ — — -- W — — — -- — — 1 i f 4'- 0" x 1' - 0" DP FTG - EDGE OF SLAB fin ' !! 251 -0)j =I 5 DONT 50T LONGI 1 (250 -4 ETEHD 4 E 12 OC TRANS 1.._�%211 , P-50T LON #4 �R 2' -ON imlo ( 250 -0 50 - 3 CONC III ADD 4 4 X 4'- 0'I AT TOP (2 0 ) 24' -- 411 0 � � o AT INTER9EC1'ION of GONC FTG 4j Imi z z � WALL FTG . NOTE: ELEVATION NOTED IN ( ) 11- ❑ Lu c� �: v ,21—p11 FO U N DATION PLAN N PARENT;�ESES ARE BOTTOM W z W o ?ul IA1 = I' - O" OF FTG. a° ¢ i a a a ❑ U ❑ ❑ - .. _ ... .. ,wuyrpY��ygpiMrrr..'S.fLRY"Wi'.tiW.!YMMMM.v.ayN1.M. M. +.ww'e•.wnw:i..;-. .. ..... , III I Lti 1 1 1 , I,,� I 1 1 1 1 1 1 III III III 1 1 III III III 1 1 11) 1111 1 1 1 1,1(,1 _. _ _. __ _ ,,.,,y, , .. .. �.a' •. , .,.-.:.........» . .__.. _ _ ;:b,. �...... .,.. �.,. ...__.._. .,.-,_, •... _- . .. � r ., 1 1 1 ►II 1 III 11111 1 II'I ► I III I I III I I III ► I III I ( lIl ► I,II'1 11 III I ( III I I III I ( I III,III,II11111III1,11111I1,III,IIIA,III,II1,1111111,III,II1,11111 NOTE: IF THIS MICROFILMED ► a.r� I- -- 2 3 '4 5 6 7 l8 a Ib I1 12 DRAWLC IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAVING. OE 6z 9z Lz 92 Sz rz ez zz IZ 0? 61 91 •LI 91 SI bl c1 zl it dl s 9 c 9 S b IE- zMAY 101117" IuIluII1111111I1I111111II111111111111u1�11u1m11uu11nlluullulhulllull111��111III111uI1I�1�u�II1�uInJ11ut111�.1III111U1I1u111►tI�H1tWL�llltlr►f1IInIIIIU�UI1II111IIIIlIWIIllll�lllll►ul�lul�ll�lu�,1u lulluulll��,��ull�lluwllllluhulllulluubnl •" 21 1990 r` f . 2 y 1-J c ') 4n %L I' - 181 5 Y2 6%Z" 59' - (o" ! 59' _ �i 59 -; Q z� m oom n ,1�Lij J) co 4 5-� I � 5 0 5 -0 10'.0, (r w W f H - _ �I dl 1'�(P. ION � � Y n _ _ ___ — _ - _ — _ = — _ - - - - - -- - - - -- _ — .- -- --- Nz0 eo O - - - - - - - - _ — — — = cu w 5 50 Iu Q _ - — — — — -- — _ -- cu ¢Q NJ os U � j SEE E Q Z DETAIL 5-g I I ' I �I • w Q _- - - -- = - _ - _ -- - - -- - - - - -- I (n C.I.P. CORBEL_ Oi L JQ J i I � 2 ,1 Z_ Z Wim a SEE E /� OETaIL 5'.46 iiZ O 12"GONG. _ _ _ _ _ _ _ _ _ _ _ _ ,- _ --- -- OC) 2 J U 3 WALL L C.I.P. CORBEL. Z7 Q Z I BELOW - - - - - — - - - - - - — _ _ _ - _ - - - -7d 03 a' P/C WALL — — — — — _ — — — 3 '1 CONC. FILL OVER 28'I DP DOUBLE TEES — — — — J = _ _ — _ _ _ _ - �� (o P/CWALL of _ PANEL I REINF LONG. FILL W/G x � - W164 K W( 6 4 I - -- -- --_ FiN. FLOOR EL. 291 - J �" � � PANEL I r j S-q �- waLL I I 4 -- - -- I -,-- — - - - - - - - - - - - C.I. P. COR5EL SEE DWG 5-'7 FOR 0 DETAILS TYP — - - N_ to — — - - - - -- - - - - - - > W � to Pc = Q - _ _ .— WALL I I � � W cIP �' I „j o — - - -- _ _ _ = 5LAbI -_ -_ - - - - - _ _ _ - - -- - C� Z . B P/C J Y �1 o WALL _� _ � o Q ITE 262 ' - _ — _ _ _ _ - _ _ _ _ - - - -- � � � J . .b - — — O 0 _ Z 1 a � �WJ in — - - `' _ - - - - CI P. CORBEL- C7 5 or. LL - •- - - - - - - - - I 1�-6%2' 1 '�%21 - - -- - - - - - - - - - - - ES C A L ATO R cr EXIST. WALL y BELOW ' oil — — — — — — — — I ¢ -- - -- - - - ---- -------- - - - - - - - - - _ _ _ _ - c/) 0 O F�I l W LF M I(�OI I � �� �IO - L3'-8'I _ _ _ I -�II zk _ &I r/C WALL PA SEL S > a. P4NEL � — -—— -_ -- --- - - — -- — ____ —. Q9 OLPB z oz C.I.P CORBEL w w 2 2 C- I. P GCUKbEL� S �_ NI NOTE = O DENOTES 7HE TYPE OF CORBEL N m �. SEE DWG 5-8 POIZ DE-iA I LS d' 0 51/z'I SLAB REINFI z - v u I FIRST FLOOR FRAMING LAN WZW0 z 1 T--r-- - N 04 @ 12 O C 7 R A N E V S O T � 3 cl w 3 - 0 04 � Ilo OC LO IJG B O T 0 a W Q a r : _.-. e, •.rig .. .- , � • r i. .. _. 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I SEE- DWG 5 - 8 P�OK DETAILS VT 5'' SLAB ZEIKIF: co . w 6 L(`) '*4 (9 12" OC TIZAMSY B07 0 z *4 0 1(v" OC LONG 50T z 1'- SECOND FLOOR FRAMING PLAN u z 0 w IDUl z co w y 1/81, = I 1— 011 ) ILI w N 0 4 w 1,- 4 M M 1 4 m a 0 low mom Vm A Id Mon ow."w6vo. vIp AJIII III III III III III II III 111 III III III IIi 1 11 111 loll 111111111111111 11fl 1111111111111 1111111111jollol NOTE: IF THIS MICROFILMED 2 3 45 7 9 12 DRAWING IS LESS CLEAR THAN - THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 92 L2 97 sz 02 c? Z2 12 Oz 61 of Ll 91 sl bo el 21 11 01 -6 9 1 9 111, c z I MAY 21 1990 r .3 - � W N � �B, C D) � � � u- 1811 - -181 ' - 51/211 I'- coY2" I 591 _ X11 I 591 _ J Z `- 0 m 006 cL z G �, � a TOP OF WALL 5-9 rn N H m EL. 304 - O Qzm � Qv — - -�� --- -- Z0cu alltn >— _— --- —. _z o i o I — -w cu IL N 1,- W N IIIA--= .' — _'— - - - - - � - - - - - - - -- - - -- - a JQ ti ---- - - - - - - -- - `� w 00 - - - - - - - — - -- - - - - - - - - - - - - -- - - - OI - - - - I - - - - - - - - � I Q n I � w Q L2 G EL O 0 s_q I I I I 2Q 2 _ Z wim U I— I 5EE DCT G M 5-8 V+ - - __ _ _ _ _ � z O --- _ W W z TOP OF WALL - - - - - - - - - - - - - _ = 0 it OF WALL 132U EL. 304 0 TOP - -- - - - I EL. 304Z'- 0�� 4 Z C) I _ l0" P/C WALL I — — — -- —" — — — — — 28 " DR DOUBLE TEES Q11 vl PANEL I FIN. FLOOR EL. 302'- G" I -co" PIC, WALL PANEL r _ — - - - - - - - - - - - - - - _ — In 4 ------- - - _ _ - - - - > � I C WALL - - \ �, , - - - - — _ - - Q I V' BELOW I U` W I � — GIP .— —. _ .— I J 5�a,3 - - - - V z Ir 0 OPEN FOR 5kYLICiHT I 0 of - - - - - - - - o W cr. 0 Z a J a'q , -- - - - - - - - _ " a 5 — �— _ _ —---- -X1_911 441_O�� - -- - ---------- --- — I w �C � y LL 0 Q)I LL LO ~ o K1 WALL_ 0 5ELOW _j- 5EE DET W O-.. LLI 4 ~ -- - J U Z 6 - -- - -- T-- -- ------- _ = kl� OL .- - W W ��_ -- -- Lu I LAM I —--- a N TOP OF WALL E L_ . 301+1_ 0 " nn I O = 'J DEN07EE 1N TE �Er o S THE TYPE OF CORBEL = G 5EE r,>WG S-8 FOR DETAILS t S-q 5" SLAB REINF co o �. ROOF F PLAN ¢ 12" 0C TRANGV gOT o Z N *4 @ 1(o" OC L O W6 BOT 7 11 I c� 1�8 = 11 - O' uz W 0 ?W 3 C� M 0 4 I Q Q 11 0 0 0 0 l „ - .:.. ������... - .. _ rn"..._.. .:,,r.�.., .. .�,...Fj•�'.IMnp1YSi��w«+o r r..w WWV�h.MC.4(M MRIeIeMI+ erM:1AVP", a. c wrw.Ma..•r.ra•.+..r.:w.+•-. .� .. n.....r ., � i . � rrw.v ry . � �y •. .. +r+:•,.r' � .�, wda•if114trPilMs,r. ,. r � r.. . .._.,erp N........, 'Yrll�^1wT'.....r-,•.r.,•,wy,,...s.� .. -___„�.......,-._...... -.C.r.-._ ......--ti-W.._,.,....MMM+ InIIIIIIIII RIIII11111111 m,11Jill II111111111111I111111111111111I111111111111111�II11111IIIIIIIII111111111111111I111Ipt111111111�1111111��I11�I1I1111111111�I11�II1t111111�I111111�11111111111111 - NOTE: IF THIS MICROFILMED I 2 3 4 5 6 7 9 9 10 I ! 12 DRAWING IS LESS CLEAR 11iAN _-- ---""� THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 9,7 LZ 92 SZ 1d2 EZ ZZ IZ OZ 61 01 LI 91 I b1 EI z II 01 6 9 L 9 9 b E 2 1���"" �nl u"Inuluny"ilnulmllnullinllnlllnlllmil►111uIIlIu111ulllull►IIIIuIllllullul�I�WI�In11n!Illu��ljllllntllulluJl�Ntl),11�1u21n111H,11n111uu11u�uIIItuIIIUIILu�W111111�1ulllu�ll�uullulll lllu)��wll�W�llllllllt�Ilulllullulllwlnn MAY 2 1 1999 LJ 1 GRID DOW EL TItS �- - A - :44 p0 EDSI,LrER B D C,0L. 5'TIRRI,If SPA SPACING SEE TA`Bt E T - FIRST FLOOR CUL LINE OF - i ROUGHEN �I� �n c - EY 15T1NC� % EL Zi FRECAST COLUM N SCHEDULE PRECAST CORBEL - — — _ - SCHEDULE ,�� 4 , COLUMN/ R - Z , B - 3 5 - 4, B-5, 5 -(o C - (o 8 - I C - 1 A- 2 A- 3 A -4 A- 5 A- I A -(o CORBEL H �r y 1 TYPE IN A5 Ar, A�, R EMARK5 C 2 c - 3 ( � _ LEVEL. C "4. C -5 D -2 D 3 p-4, D - 5 Q- I D - (� _ ----_---- __. COL z OF n EL 302'- �" V�e7" REINF Io -# lo VERT KEINE 10 -* 10 VERT REINF 8 -'*q \IEQT ►; EINE 8 -'*�, vc� T I� EiNF 8 -�q VERT REINF �3 -*l0 27 4-� 10 4-�4 5 « 4 DOUBLE CORBEL LOADS : LOADS : LOA IDS : _ LOADS : LOAD5 C2:)J 24 4-*9 4-*4 4-04 DOUBLE CORBEL 4 4 ~' P'o = I�IOK Pry = q50 '� F', 7 ,551-1- Pa = qS" PC, = SO " 2ND FL P`, 4 5 K a = 25 " PL = SK PL = 25KIOK 3 21 4 *8 4-44 4-*'4 DOUBLE CORBEL EL ?_8(o'-O'I - - --- --- _ _ ---- 4 21 4 -+SIO 4- ra4 5 -*4 SIK16LE CORBEL VERT REINF 10 -010 VERT REINF 10-*10 VERT REINF 8- 0,7 51ZE 20" x 20" SIZE : 20" ,, 20" SIZE : 2-01", 20" LOADS : VEWT REINF 8-*q VERT REINF 8-*9 VEIZT REINF 8 -* 10 S Z4 4-"q 4-*4 4 - 4 SINGLE CORBEL � �_ I Z0) in 1.11 -MON LOADS = LOADS � 3 Po 410 " Pa = 41p Po 210 " LOADS K - LOAD5 -. LOADS -- « �► #r I� /4 10 I l�/2 �j 1ST FL P� = 125 K " _ K �'� = (00 '�' �p 210 " Po = i051c (0 2 I 4- 8 4- 4 4 - 4 51 NfaLE G02�EL m P� = 125 P� (05 _ 1c _ - K �' 1c ¢ N 7 P� 4 5 - P� - l05 P� 40 - ¢ Ul ZmEL 2(09 -(o" _ - - - - _-___ _._-_.-_---- -____-- - -- NOTE : REINF IN F'/C CORBEL IS GR,c�DE (oQ . IO NSIZE = 20'' rt 20 '' SIZE : 2011x20" 512E : 20" � 20" 4 - 1" ,P r 0'-G" FLARED 4 - 04, �- O'-q" FLARED 4 - I"� x O'-q" FLARED 3 F,u VERT REINF IO-"II VERT REINF 10-*`II VERT REINF R -010 0011- LOOP 1NSERT COIL LOOP 1N5ERT COIL LOOP INSERT I /4A4 F_ 0Il]P L A N o'_1Urr U1 Z 0 LOA05 � --- LOADS As705E Pc, = 705 K Pc = 520KDO � A 3zaP� - Iq5 '� P� = Iq5 " P� - IDD " U) /4 oaARID - �-- _ SECT 5- 5 N3 A�lCHOR BOLTS 4 - i /4 � ,� 2'-q '' ,q �' � J O B 4 - I'/4 X 2 -q AB 4 - II/4.rr , 2._9r' Ag OI 74 X 4 X I I- ^rl / II ,r II I� F- L �' - EMBED �3/�a �Ip W LD � m U 1'/21r A3lo }.�- 12 /- EMBED CROSS 12 12 / X1r ISI/Zrr w/ 3 -3/4"� -12- BAR5 To E,4 SIDE w Q P/C COL BELOW O (o" THREADED Ill THREADED RODS CRO BAR BAR � A STUDS I 8 � OF I En As- 5 -- YP — I - P/C LEDGER 4-15 BEAM — PLAN — ONE BEAM TO COL CONN An e,,� A� 3/ i' GRID I � _ An AF`: (An) CLOSED STIRRUP Ah 0 GRID 0 „ 1 61 3 �� COL VF.RT (COL STIRRUPS -��- COL VERT _.-. _ COL VERT FIN ROOF i1 I/t G I/2 F� /4 x IS x I - 3 ARE NOT SHOV�/N FOR SECTION 4-4 Im 24( � z EL 302'-(o" (0 4 4- 11/2"4) A36 C LAR I TY) j - THREADED RODS w z CIP _ Z TOP OF SI NGL CORBEL DOUBLE CORBEL- 3 SIDED CORBEL Lo (o (D ' � PILASTEi� - EL 299'-81' �' LINE OF P/C II I _ _ --- COL ABOVE — ( t = Q9 I 1 ( -- - GRID -- !!- -- _ _- P FZ E AST R - EW W i Q „ = I � C CO BE L D TAI LS O 2 `� - - O I �2x4x0' G, rj `� EXIa? !'VALE I � ,� _9 _ 2m) 4 < a - P/C COL BELOW �'/2x3X O - (o NG--E : ALT CONN Z owc '- - - d - PLAN NO FILL cd- ROOF EB ENDS F I/4 -- 4 m �e u 9j p V �. - _ R DBL TE t, - CORE DRILL 1'/;z"4) ), 9I ? I' - 3" DP HOLE INTO TOP OF WOOF .av^•IR S'y.. y Q N EXIST IV WALL '/ r WHERE APPLICABLE x�4x O -8 1 r r r ►� S� U! `� I _ #5 1-0 DBL TEE DBL TEE 4 . 1" 01-9" PLAN 1 - 1 x ; _ FLARED COIL v LOOP IIJ5ERT _ _ #5 I/ Q �► 1 EMBED 04 x 2 I" � COIL IZOD, I � I '' L2/2x2'/� , . N 19 EMBED 1'-O" INTO : �- I-*Sx �,, 1 `v @� FLEX- TUBE ' r P/C COL BRU -- - --.__---- - — - GROUT FULL W 1T H FAD 5"��1-N� .- LP I L � o EPDXY GROUT --�� - 45° z EL a ZND INVERTED - SLEEVE P/C BEAM DBL TEE FLANGE TO FLANGE CONN DBL TEE STEM CONN I CORBEL N _ C Tn NVERTED TEE FL 282= 1135'8' -- TEE OR LEDGER 3"� FULL DEPTH 3/,4."= I '_ o '' D 3/ - 1 '- O° _ 2 = 311 I'-3" 1" NDN - SHRINK BEAM FOR I�/2 ROb `� `V FLEX- TUBE --�- GROUT , — P/C COL FLEX-TUBE 3 �x 2-0 8 — - F,AC E OF-� EMBED I I/211� RODS P R E C A S T BEAM SCHEDULE N `9 EX15T WALL. - I - 10 MIN INTO FLEX- CG of PRESTRESSING J - - -- I TUBE 4 GROUT FULL TENDON CG OF CONC TYPE SIZE SHAPE TOP BOT FINAL P/S „ STIRRUP SPACING i u) :1co 'N D REINF REINF FORCE "F " EA EIS1D CAMBER ZO 1 lu N 1-/C COL BASE CONN P/C COL CONN AT ROOF 4 �\ - ----- _--- �� F P8- 1 ?-7 if _ \N 4 �8 10-*/O 470K REMI Is AINS 12" OC T 20 e, Gil oc � Lu ' I W — E l F 3/41 r _ I r_ O r r ---'� Q (� -- O _ _--_-- �' AT 1ST FLOOR ` PB-2 27'' 3?-" " `^ 4 *8 8-48 280' R 2rl/ ID@ <o"SOC, 1/2'' �• 0 O m 1-�- fee- REMAIN 12 OC cc L/2 B a "9 3 - 3 �" 12 2c a �" oc ._ Q -- EMBED F� /4x20% I -S L PB- 3 27 32 - 4 -*7 B-*8 470K REMAIN @ 12"OC 4 = H `N/ 4-- 3/4",0 Y- O' -lo" STUD5 - - - SIDE I rr co N -- - I_L - COL VERT- i Q 12" OC - It 3/4 x20rtO-1 N - + - PRESTRESSING TENDON CORSEL 19 L8x6x �/2xI -Ej \ - TYP - G i EL E l -- -� ON BOTH SIDES 1/4 PROFILE PB-4 27" 32°° I ,� # -, FL 2G5'-Il��g" 2 2 � _N � � 4- 7 10-#10 SEE DET _INTS 0) W O p - a- a v D TOP of FOUNDATION - FIELD BEND AS READ 0 g� � _ - _- _ PLAN 2 2_ it In 9 B #4x „n ROUGHEN 1 g" FIN RL r ei Z ROUGHEN - c 12 OC SURFACE Z- #5 CONT ' EL ZG9'- J'o" O ° rr ----- - - -- -- - - - - ` Z V do 0 - !1/4 AB SURFACE - - w N N � 5 CONT � O � � � --I/4 -- SEE P/C BEAM �_ 4 _#7 ,L Q. I-6 _ _ z I / SCHEDULE #4x 12"0G ( CONT i v ' =I 0 _ _ # 1 I '04 x�ll'° - r- Z N -9 in / S x C� 3- 5 BT WN --� I a 12" O C N W W -- -- � � _ _- f 0 SPACING, PER SCHEDULE I UT o w 00 - --- -- - 1r_$u 45 CONT N # 1� a N w - --- - 5x GOG —� EA FACE _ CONT FULL LENGTH SECTION - _ - SEF F'/C g�C-AM OF BEAM 10- #10 SCHEDOLS COL E P/C C 0 L BASE CONN AT FTG — - PRESTRESSING NOTE *- BLOCKOUT ~- - -- 5 k �� @ OG m o W _ STEEL -_-- I�- CONC ST G,T FOR n6L TEE STEM _ 2 - 3 FULL LENGTH OF B A z >_ w Z REN N ---� E BEAM >- co FOR BEAMS PB-1 r- 0 NTS 3/9-0r' _ I �_ 0r, - Wo Z P/C BEAMS PB - i , PIB - 2 Pg 3 THRU Pa- 415 P/C BEAM PB - 4 u z Y W 3 Cr) L 3,,4 _ I '_ 0" f C = <o 060 PSI . M /4r1 I '- O " ¢o ¢ i Q a m o u o 0 s r r; 'u r . . ... r � ��111'I►��I��I'I'I'I'I'I'n-I'I'1'I'I'I'I'I'ISI'I'I'ISI'��11IIIII�I�I�I��II�I11'�'III111I11�111'I�III�I'I�I�I)III�III�I)I►ill�l)I�11I�I�I�I�IIIiIIIIIrIIIrIIIiIrI I�IIIiI1IiIl1'I1)il�)il11rl1rl r' I 2 3 4 5 6 7 8 8 NATE: IF THIS MICROFILMED ► �. _ MWING IS LESS CLEAR THAN ----- .r., THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. ---- - - ---- --' .,: OE 62 92 L2 92 SZ b2 CZ Z2 12 02 61 91 [1 91 SI bl EI ZI II 01 6 e Ic----'.-.-I9.- IS----1 b E 2 1'r" » rm�uulnnlun11u1I1nJllrnlru,lun�rnilillilUii111illliul111�I1N�J�uII)Ill�ullllllllllLll�UUlU1tIIIIIIII!1IIllIIII-{tI)IIIIIIIIIIIIlI1�IkIIIIIllILI1UlI�i11IIIIlIhIIIIIIIIIIIIIIIIIIlll1�1111W1I1 1u611111111�111ll111ll1111111111(Ull�lllllll doullllihmlllt.1I1111 M,A Y r 2 1 - ---•.....— ..____ - - -ter...._... ...w,.:..rs.,.-.....- __ .-. _ ....- ._. ._ _ . ._. :Al'--- -.. .. _.-_._.-.- _.._._ iY -rrtiWi..r- -.tin.dia3 .,.-._.- Yr_• !y .. 1 D STEM 4�ti 1t5 BLOCKOUT TOP OF PANEL CORD ER 5A1z 1_ 1I EL 304-05 ° -- -DIMEN slaty TO BE VERIFIeD ��,, a. - FIN ROOF - - --_ 8Y ELEVAToQ M,&}JUFACTuRE TYP PANEL REINF =a a OK -- -- -- --- - EL 302 G- r--� 2 TOP ED�,E g1 _# 4 TI�s N F �" �' I 2_*5 T -- - --- --- - - — -- ! - C� I G'I o c R I .• _ I � ~' - i► #4 6 12" d C `.�ERT TRIM BARS 2 -# 5 �` PA,NEI_ ,ANO EA. 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I - 5� + " C7 rAweL) AT ROOF + :�i` W EENT 1`t.%4 3x01--511 �- MIN OUTSIDE FACE NT 'NLL•D To L 21-v"OG . 2 CONN PER E 510E FACE 1, N PANEL Q 0 _�. � -----__-------- - --SOP Or SEAT _ Z O TYP PANEL TO PANEL TYP PANEL JUNCTION TYP CORNER CONN TYP CORNER CONN ---;-+ �, ` M;'y' - 266 -6�'4 EMBED L4xtl * !421CONT ° Q AK CONNCONNo y` Z �, - iARIEs W� I _ >< O _LI1 STUDS (� Cil AT 45 AT 90 2' O i 1 .- 1 I I 3 11 _ I II - i 3/411 /q -o /4 - I - Q 1/411 - I 1 - On 3/411 = 1' - pal ` C PANEL CONN AT IST FL p PANEL 0 F C BEAM GE f�Al PRECAST NOTES _ . . _ 3 v , ..,.. ,,,...... ......_.._. ...r..._...._ GRID '�4 34�1 = I _ o i I ,..._. M MO IN 3/4 CHAMFER AT ALL EXTERIOR EDGES OF WALLS. AND, IN I/z 2 o' -roil AT 2ND r LO O R � ROOF W b. ADVITIC% AS NOTED ON Aft141TECTURAL DRAWING3. EMBED CUNT L4,14xy2 t� X _ 0 � BENT STUGS �if -oil j � o w 2. SEE ,AI CHITECTURAL ORRAWIN08 FOR SEALANT AND CAULKING. � PANEL � I �� �� @ 2 -o oc -- �4' � OI -�" STuos `"' FC -- ARID 1I 1I T. L POCKETS A1Vti BLACKOUTS WI TN EP 801dD 1 NG AGENT AND GROUT 11 '_ VARIES �n @ 2,_01, 0 C PANEL � /2 x0' -i1 4 S c L I N ERT - 5" Z W i' COAT, Ail OXY 10 n 0 FLA R E D l / 51�t l 1 GROUT. r `` z- W z ,c U - !0 col! I I'1 L o_ "�. _ FULL WfT�l NON C) , I ROD EMBEvED INTO c I P SLAB COIL LO N ERT. # .,I _ I" � COIL ROD EMBED I 4 r G I OC F ST` L I sr I IN FIR F 4 x 2'-G" IN 2/ti' Q 0 - 4, ALL 1,5 ASSUMED f c » SW PSI SAT T IME OF ERE rT`�. I. _OI I .T. FL.� ti TOP OF EX!.:T-- 1=L 2/01 - Co F 114, v N! N IN ,0 X' I ,. 2 WALL EL 26-3 ;, �— — CONC ILL O. rMINI" 310 TUBE GIZOI_,I7 FU!_L �., - -- I N TEND W . BEND 1N AI~t"I BARS TO START 1 1 /28 AWAY FROM IIMELO. W I T+i E:FU!(`f GROUTy IL a -- --- I I -'FEAR I N C' C IF S L N5 s �" i« PROW II M I N I MLYA 2 AIR MIOLES IN EMBEDDED I TEVS (.5 aC N N PFR PAN E L) t z r ° `'--� — e•' - a o - a • W F • USE CKs A3 REQUIRED !)I t 111 EAEc11 c�r+td a 'A3 eta:• e.vi' 'rir; �i r+f)kt.jt!i — J, o' -- , i z 11 W W C014TIlACTOR TO PR�0VIDE L IFT INO INSERTS AND ADDED REINFORCING AS _ ' � 7 ;ONT — - - PsAR MIN 0 w oc v 3 -#7 CONT �H E NR KEY +-- - Z p�" D- T L AP 4'-0'' Q T M1 w \ R1E t1 0 pA!!1 1 NG EREC I OIN �_ s I„ 1 — _.__ 5AR5 W/ MIN a z C I P WA,LL LAP 4' -O'' C "nR TOsiRM COMIMATE WITH t+1ECNANICAL AND o C,aNT F3AR Lr>,P r` Z r e M IN 4 ' - 0" I ' c r _ r --- ��- .. ._ - �/- -- �LL , CAL sins, Ctrl . AC 1c .moi wG LOCATIONS 6�1 'I QR TO Y I s. S TIL ALL PEF0jANENT .4: `� o AAIE 4h1 .R �U I1�IlM '�NI 'PORT. I _ - _TYP PANEL BASE E�D OUBLE TEE TO C I P F PANEL TO D T 2ND �= L PAN - z �- w z C E L O D T AT ROOF W [, CONNU W z VJ Ca. 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I-y "0, l�► LLA t St ExPtyTEp cJ1IMaER t r R!L!asL r.IEGTEO c01M6Lk t 1' t ArAC"AS } / :C-1#40"", «! Ar O/ CI'7 fox 1T . •;t , / - 01r tltt_C,T7JM L ! A r L"Lr/o til i 'T TvN,•+4e TT '�°PP�'�4 1 3i ti's A ��. .._._..____.-_.®r- .9 _^""'z.: -. r Tib•. �. .rt..- •-- __ ._.-_ .__ __ ..••-- G.�d G / l . CAUMM1 NOUS E ,• .� _�9��!.... - �9 :�'. r'. cod , '1'•he design and details stns-m an this (these) urswing_s are for - -- '•s ..- ity (vertical) laMb only. OKerall design, lateral stability ; t '.$ het a • . —Zst (sei2mic and wind loads) and connection details are the "'BAgilf� ' r r y• , of Record's" resperosibility. The .. _;,... � proposed erection connections are for general intent only. °r A),6 >eAtt, RI"ctor to review and calculate all ,,f;,J � 2 dor ,� �'•1 �, ' .1 sed c erection loads and revise Y-} g proposed connections accordingly. b + lA6+tfoyt /'R N r ` -- N 1 �i6 AS br !l ' It. I �� fice*• F ti ';{'�:! ~ _ C ..r♦♦ 1p' . •� ♦ \r.� ♦• , ; •. •.• ' ♦. _ ` .. ;\ Y ♦►y ♦'♦•`y �.\ '`• ,t , , -___-j ; • •• ," , , design Codes: UBC ,1�J, ACI 318 Y''LII Recomwndatiow ast'I ' 3 ..�.vaA.. Lei Retail Floors 75 psf (w/U�C Rsductian) i Stairs - Corridors 100 psf � A.4icfnaA/ Tif - 1: i M Roof 30 psf (includes drift) lltrXiB 0 (dY 4EAI, t'o07A4C- v�) malls: CkIncrete: Hkrdrock Aggregates 0, I fci- 3,S00 psi at release fc- S,000 psi at 28 �s a+.syr �►.wlsr •µ �; 4;; ,�. A ,,•, - Prestressing Strand: �j"d 270k Low H.T.S. ., � �'+; -"y'��.� � .�• `± 1 ' Fin 31.0 kips each ,... ,... 1 t Aeinfomcinlg: 60 Grades `•W lip.r `` -- - - - - - y ALLO �t,,� olt. ,� Kits' i' I ,�`�''.a tl W.M. Mesh: 60 Grade (for calwlations only) 2.ALLALr �a'"r r�coR�p Misc. Steel: �1 A36 , 7 r 2.o b tr4 te....A. . Mlblded Reinforcing: AS'I4�4 A706 J Hearill�lg Pad. AMT T/F yr .JVI Masticord' •! f' { r � HabAW Inserts. Maytm SWerior - +�'''I. 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AT STEPPED SLAB T Y P I C A L S L A B O N G R A D E D E T A I L S CA NO SCALE U DOWELS U Q "'- (COKE GRILL_ 4 12'1 EXIST. WALL 0 10111BYz , 10� EPDXY GROUT ) Z z W x 3'-(o" t Z DOWELS (TY P) ,� � �� �� � I S 9 - C.M.U WALL ' - - 1 - - -- ------ --- 3----- --- 8 I — EMBEDED CONT 1 _ 11 oll BLOCK.OLIT 2 m a - L4x4X3/8 VVI 314"x 0'- q.. 4 7 Z o HEADED STUDS @ 24'' OC. FOR HYDRAULIC OANE' - _ JACK N O N _1 J FOR LOCATION OF CMU - #4. �i 0 Z (j r;N F�R WALL, SEE ARCH, DWG. I " 11 @ IS" O.C. 0 10 2 -15 TOP CONT. CMU WALL � •�. CON>`d __ Q -FIN. FL FIN.FL.--� ,ri -o �WG� J m it 0 77- 57 1 d X- - x 5 [DOWELS (� 24" O.C. TYPE I TYPE lI '�--- K lull -- - - I e 1 • o TO MATCH WALL FOR RUBBER ---�I ,,, � ^n. •, . . VERT REINF CLAP 11 - - r II CONT. 12 EX15T WALL 12' EXIST• WALL ° �' ' j 2'-0I' MIN. —_- -- BUMPER CaUARD Illi= lllcl►�I sill .== = CDIV"� "'OP -IoR VES' . ---�------ _ -�_ � LOG. S EE ARCH. ` _ .— _ SHEAR KAY A n � - �' G.IP. WALL ADO '4x41-D" •'� C'4 WALL W.W. 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CORBEL N 4 -- -�� 5E5 DWG 5 FO R Z _ _ o DETAILS, TYP N u�C– - _ _ - - - - - -- - -_ - - - - - -- > Io ` WALL Lu O - - _ _ 017 I ��-I - - - - - - - - Z �� JUJ - - - - _ — V I 8 f/G Z WALL I n) 0 Q SF. E 6-4 OFMo,2sc BRCTH=RS DWC1S W J SG I_ P1T P7_op' SEAM E ,Z a S DETAI L5 7- - - - - �/, EcGALATDQ � TG , z Q _ _ _ _ _ - - � - _ _ _ - ���-- -- - �� _ = = a — i C•IP• CORBEL = C7 u. - - - - -- - - -, � I - - - - -- - - - - - - - - EXIST. WALL BELOW C/) 0W O _ 8" //C INA L 10" P/C WA L L it II ' /2 C, I, P, J O . -If- _ i 'N��t\I WEBS = -_ _ _ _ _ _ _ �r = _ _ _ Z LL I -- - - - - - - - - �- - - �-1 - --- - - - � _ _ - � = - 7 __ -� — - - - _ _ _ � _ _ _- -=__� __ = = _ _ " P/c WALL_ PA 1�e L J VY — -- — -- — — I I I U. I I I I I �'�G I I = I I 1 I I I1 TT Ill C WAI I- i I WALL v w I I ` J II II P4r1GL _ _ _ -_ I L- _� __ -- — — 6 L. .9 _T I ?T T;- 'tee 2 , -- Liu - - - - - a 0 ' P io z J CVRr✓EL. , C I G I, P, V _1 p p LI- EC) .A\ L SPA e S S uA L �C C E�, - 3 Qw — --- - - _ .. 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Bz iZ 92 92 0? g7 "ZZ IZ OZ 61 91 LI 91 91 41 C1 ZI 11 01 _6 9 e 99 ''""� b Ie--- z I"'i'" ImLnllnnluuluulllllllr,llLlulul�lunlnalualuulllulnuhu�bwllu�.lalluil111.t.1W�lu�llllllln�llug►w�I1�111wlulll��t>�tlltlwtlilnitmlwlluu�lll�unlw�Illllluuluu�tluluU�lWluu�twl►�wuWuwwuW,>)1W�llUuul�lllllllllllUllWllllll Y rM�A _ 21f 1990 PRECAST COLUMN SCHEDULE PRECAST CORBEL SCHEDULE 0 COLUMN/ - z � g - 3 B - 4 , B -5, B -Co C - (o B - IC - I A- 2, A - 3, A 4 , A A- i , A - 1, C0Q(3EL H r T'Y P e (I N ) Ag A _ Al, _ R E M A rZ K 5 _ COL.-�. z a a LEVEL C - � C - 3 C -4, C -S D -2, D- 3 0-4 D - S p- I CJ - (� EL 3 " VEREINF 10 -# 10 E F -# 7' �* - T8 --de-1 _ _ * I % 4- 10 4-x4 5 " 4 D ,y '` DOUBLE CORBEL �' t RT VERT RElN ID ID VES REINF 8 - q VES 2EINF vE �.: �: EINF � -�9 VErzT REINF 8 - IO 2 EL, 30Z - � 2 24 4- q 4- 4 4- 4 DOUBLE CORBEL O LOADS : LOADS ' LOADS • LOA � L_ C�A�S 0 * � � 4 4 Z� Poo = Ici0K Pa = 95 " F' 5E~ Pc) _ Cl V'- Pa = SOK 2ND FL RL = 45K P, = ZS " PL = 15K PL = 25K P` = IOK 3 ZI 4 -"8 4-*4 4- "4 DOUBLE CORBEL -- - a 21 4 -*'10 4- "4 5 -''4 SINGLE CORBEL EL 28(o'-U'1 - SIZE = 20 x 20 -- SIZE :20" 20 -- SIZE 2_0" ,- 2,0" VERT REINF IU - IU VERT REINF 10-410 VERT REINF 8- 9 VERT REINF A- q VERT REINF 8-#9 VERT REINF 8 -* 10 5 24 4-*'4 4-"4 4 -*4 SINGLE CORBEL ZN1a LOADS = LOADS - LOADS 0 K 1- _ cc LOADS = LOAD 5 K LOADS ' K O 2 1 4- 8 4- 4 4 - 4 SINGLE CORBEL -� " N N m 0 0 Po = 410 Pp = 410 F'o - z1 _ K s+ ► � 1��4 % IDI —�a�2 � 4N 1ST FL PL = 125 K PL = 125 " PL _ (05 toO Pc) = x_10 P a IDS 01 N a K _ K v v- I - -- - 4 5 _ P - l0 5 - 4 0 1m:1 (I In F EL2(69 - a - --- — --- ----- — - ._---__ _ - - - __ _ - - - - - - _ --- -- Z Q n SIZE = 20'� * 20 '' " NOTE = REINF IN P/C CORBEL 15 GRADE. GO 3 � 40N � NYN 5125 20 x 20 51ZE : 20 * 20 4 - x U'-q' FLARED 4 - 1"� 0'-cl" FLARED 4 - I" � x OI-q" FLARED VERT REI '\IF 10-1811 VE2T REINF IO-*Ell VERT REINF 8 -*l0 COIL LOOP INSERT COIL LOOP INSERT COIL LOOP INSERT /4,14 � Rs H_ 0"' � 'I PLAN %o'-Io" gra WAN WQrn L ADS = LOADS : LOADS --, Ya Po _ '70-5 Pry = 705 ' Pa - 520K -All N ¢ W PL - 144 E) �- P _ 195 " Elm] PL = IDO " -- - _ _ 3j- �-�TYP - �` /4 - cu 3 �n 0 8 S ECT 5- 5 4 ARID --' NW � m ANC ND BOLTS 4 - I '/4-" ,� 2'-q '' A 13 4 - I '/4 r 2'-q'' A B 4 - I'/4" ' 2'-9'' AB ��-- - J WELD *6 O 0 It Y4 x 4 k I' 2 � G�� IZ ,I 12" IZ'1 EMBED It /4 3U 121 BaRS Ta 1' In U 2- 1'/� ( � A 3( - P/C COL BELOW - EMB E D � _-_._.._ / xl co /� / 3 - /4 � Q z THREADF_-D RODS __ CROSS x01-(o" HEADED „ EA 51DE N Q As - CROSS BAR BAR - A5 STUDS �8 OF FE T Y P + I - P/C LEDGER -__ T 2I 5 BEAM K\ ,4 Pl�AN — EXTERIOR G0L CONNAn eLn (An) CLOSED STIRRUP __ \'- Ah • GRID \-afl ` - 1 - - - COL VEK T _ - COL. '4ERT 13 U GOL \4F-RT (COL STIRRUPS - -- - - FIN ROOF _ I�iG" � I',2' f���4x IS I'- 3" ARE NOT SHOWN FOR SECTION 4-4 21g Z EL 302 - G AnD 2 SETC O�� '� STI �R�P.5 C' .. �'l � l 4'' 4- 1 /2 ( A310 CLARI?Y) 0,C, 'TY P. _�N THREADED RODS w I TSI NGLE CORBEL DOUBLE CORBEL SIDED CORBEL TOP OF PILASTER - O EL 299'C8L' ry LINE OF PIC, t / - - �__ I I I m COL ABOVE ----, f Z Z -- - . - - GRID - - -- - I - - PRECAST COR BEL DETAILS � � WO r, s I� A 1302U EXIST WALL I , . ,� � , ®RI =N �''/2x 3xO�- (o�� 2x4x O'-lo 2 =j < <NOTE : ALT CO N Z COL BELOW N p� I- - ' -�� NO FILL a ROOF EA END OF u 13 PLAN - INTERIOR COL CONN — — 1/ Qm � 7 W , , _ DBL TEE 4� ' O �-- CORE OR LL I'/2"4x - - -3 Z I'- 3" DP HOLE INTO - OF ROOF ExiST 12" WALL L2'/2x 2 WHERE APPLICABLE '/ ,,. 0'- u11�J x 4 � 4 - I" `�x01-q' PLAN I - I SLEEVE P/c5EAM 1 - #Sx\c�°��, DBL TEE - DBL TEE -- --___--- -__-- -�- FLARED COIL c FULL DEPT F-I v LOOP INSERT ,FOR 11/2 R00. 5 1 1" 4COIL POD Iw # - EMBED L4x4x /2 �/ � , -Q I . 3/4"� x 1�' L 2'/2 x 2'/2 = �'9 EMBED I`-O'' �INTO -' N � c� Va FLEX- TU(3E FIN FLOOR �- _ •-- P/C COL BRG �� —� TYP - _r-�� - - GROUT FULL WITH PAD I/4 ,---- EL, 286 -0 MIN NOT_: CONN 15 �E OAT ODF AUT GONT4ac T02 'TO U) Lp L Q v NON - �H�INI< 45° OUT ���G C= G!�7EQ5 �l.� ING =RccTIoN . z 0 CORBEL DBL TEE F=LANGE TO FLANGE CONN DBL TEE STEM CONN TO INVERTED TEE > EL � 2"� - _ -- � � INVERTED �' �� --A" ' -" ' c ABED COI (� FL 282= 113/x' --- _ TEE OR LEDGER LOOP INSEk-7- I I/2� 3/.�-u = I �_ p �c D 3/4" -_ I '.. O , Q I" WN - SHRINK BEAM )( 11-011 CONNEcT;ON SPACINIG FLEX- TUBE +-e GROUT P/C COL ___�' I FLEX- TUSE 3"� x 2�0" �O�_�!I s���N� FAcE OF-� EMBED II/2 � RODS 7 G G' I FLonRs PRECAST BEAM SCHEDULE �� XI W I_ �= I - 10 MIN INTO FLEX- CG OF PRESTRESSING - 4 � _ � � I -_ ST AL I — TUBE C-��'•OUT FULL TENDON �- CG OF CONC SIZE TOP BOT FINAL P/S STIRKUP SPACINCIt 0) � TYPE SHAPE _ �� �� CAMBER V Z _1 v W D REINF REINF FORCE F EA END r .r UJ v w Z _ C _ _ - - _- - -- ,•�'' 27 4 -*$ 10-'�/Q 470K 1� 2 20C Co OC V '^ d - P/C COL. BASE CONN P/C COL CONN. AT ROOF o � ----- -- _ "�=N REMAIN G 12 (0 ! " T � C W M p W N E ��' F '31 I = 1 '- �) " �.�� Q �, (� N I 2" I Cp " O LLa �VV --- �' AT 1ST FLOOR —COL. VEIZTS / PB-2 27 32 I � 3„ `^ 4-#8 8-#8 280K REMAIN @ 2' OC .3 it T h a v 0 3/41 _ 1 0 � ��2 m -- --- -L/2 -- Q V a iN s COL VERT5 "`�/ DOWELS ,-EMBED I1 5/4 x20)- I '-S" _...�_ 3 FIN FLOOR TO MATCH, LAP 4c VIA, �^'/ WELDED VERT DOVV- LS --- • ' 51DE Z EL 269 I'o - v 3/4 1120 P LP Q � .2 - - -�� PRESTRESSING TENDON - - - Q � �,+ 3; ; 3 CORSE L 19 L8 x 6 ), Lt- X I 0 G - EL e 1'T __- _ _ ._______�9�� ON BOTH SIDES I/ 3 CIDtS, PROFILE PS-3 27" 32" °p i N 4- #7 10-#/0 -- s F M 3f4." � J FL 2�5-I I fie" - NTS N 1�2-3"� IIa U h _ - D ° -- TOP OF FOUNDATION PLAN 2- 2 FIELD BEND AS R O EQD7 D co ' ---- - ' �✓ I 8 #4 X n -- _ z - - - ROUGHEN g _ FIN FL -- 2I 0 I ROUGHEN IL OC SURFACE _ _ - 2- 5 CONT EL 269 - r'O " ° W —' Z � o Z � i •1YP ___- - 1'/4 � AB SURFACE- W 2 - S CONT - a: N z �' �� < - - �- S E C E - 6 -- �- 4 -#7 � u O > I i 4 T� E P/ g AM -�- - - SCHEDULE x @ 12��OG ( CONT x x © _ 3-45 BT WN I • • c 12" O C �N W w _FIN FLOOR _ �� - 0 - SPACING PER SCHEDULE -�_ I cv W LL, 254'- -Y - i -� I�_$n - - 45 CONT N co #LOCKOUT ( �n m N _ _ I EA FACE 5 x Q (2 OG 3 T v d /� FULL LENGTH CONT A D Z SECTION -3 in - _ SCNEDULBEAM OF BEAM , -- ---- - �-,0- #IQ ot. PRI-STRl SSINCa NOTE : BLOCKOUT -/ �� S x @ 6" OG � o COL E P/C COL BASE CONN AT F TG �_ W STEEL CONC STRENGTH FOR DBL TEE STEM I —_ 2- 3 FULL OF -AM �l v z NTS r \ 3/1-,� _ I a:1 P/C BEAMS P - I P FOR BEAMS PB -I _ u Z W z I . B B-2 THRU -� IS P/ C BEAM P 8 ' 3 c� L fc = (0000 Psi 04W1- 3�a = I - O M 3/4„ = I '- pec a 0 u o 0 • '- , :. .. ntAM'l1AR•MM�,bNW+wM!1++MgIR1A•ly.. ,%WWWW@gMA7lAYY`,da+En:,- .,A.w Y , r ..r.........,,, ..,........ f Now x111 � III �� I(I III III I I III III I(I 111 III III III III III III l I l III ��� I I( III III 11 1 Ill III I(l 111 Ell III I(l I�I 111 III 1 1 1 III 111 111 Fill 111 III 111Now .�,•.��•.,,,,��as.R.�•.. ..;��,�pl�w,ar�,�,.,,,.,... .,.,,,.,.,,,,.a.........-.. . 1 I I I I I I I I I 1 I 1 I I I I I I I I I I I 1 I I I I I I I I I I I I ,I ( I I t111111111I11111t1 ' -- t .r► ,.� NOTE: IF THIS M ICROF I LMEU I 2 -... 3 ,. .. 4 5 6 7 8 9 I"0 1 1 12 DRAWING IS LESS CLEAR THAN ' I THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, _ OE 6z 92 L2 92 SZ Oz E2 22 12 02 61 81 L I 91 51 VI El 21 11 01 -6 9 L 41— S b EI-- 2 �ulnlll"IIII u11u"I”ulmil"111u11�unlnuluulllulU111uNqullllJaI1111�1IWII�IIIiUILu,UI,li1111111IIIJIU1lIIIlEu!UIIIIII�IIIhtlj1111;1111!InrtlrNillllll!H1r1I11IIIIIIIIIlI11111UIlIWIIIW�1lW1u11luduullllhlil��llll�lltWlllllLlllllullUlII111I1111 MAY � 1 1990 - ZYP EXT_RIDR PANEL._ VERTICAL D -T STEM 4�,I, REi Iii FORCEMENT CAN E5E RE- BLOC-KOUT _ _ o 4t5 PLACED BY PRESTRES'SINc9 " I - �,TRANp�, REST OF bETAILS DIME�I SION TO BE VERIFIeD �N �ro� -TOP OF PANEL �:L RN ER BAR - 8`( ELEVATOR M AJ4U FACT"U FRE TYP PANEL REINF ; REMAIN SAME. _- FIN ROOF - 2 - 5 f lu_ I , r 2 TOP EDGE g1 � _ 4 t REIN F �t) I Coll41 2_ r' T �1 _ _ r- I i / 2 _# F 611 *,4 12'11 0C VERT C PANEL ,ANO 1` % � 2 OC 1 0+ ZIZ TRIM BARS �._.�---- - I - #4 *41-011 + -- 4 C EA. LD61E // , - -�.- - - I ?`�P DIAD BA.R 4 II 5 /cD 15�► OC VE2T _ — @ OP N G 1` – I �•,, Q PANEL 5 15 OC HORIZ ZEN 0 II s 4 @ 12" OC VERT EACH FACE Nim QIn (0 -- - --- m -- _ -- I -* 4x4' -d' ( 0 # 4 C2 I6,," O=- HURIZ EACH FACE � rnT Wim Z 5 VERT DI A6 PEAR 6,D ¢ ' ADD 5 4 BAR zm � Q FULL IIT EA CORNER CTYP) I - PULL HEIGHT {... '3 -# 5 VERT ---- 2 - 5 'J ERT NOTE FOR ADDED REl1.1F SEE PANT L ELEVATI01`1 i a N Y N E F S DT STEM - i \ FIN 2 FL F 2N FL Zr!JrL . �, a � _ u0,' zc; w4m ND IN D I FIN ,�+ � N FIr_�D FENp � N Q m EL 28G -o �L 28re -0 I e� Z5(;, _0 - SECTION 3 -3 IN-1,0 c_ IF 'SLAB . nu Q 1 L__ _ - 0Q Nc I PROVIDE g OCKOU7 I N J4 I AOR L_Ex�_Q SEAM. I I N w 06 KEEP A? LrEAS-f 2_o a -# BA �� 7J?of PANEL? F_- 01 II,/ -E5 �N I FbGKET Fog :I' - 5 R 4 � i - E� ZGB-i� / Q � Z d FRoMG50 ATOM OF c ! _ _,— — � D-T .,T_M a � ---�— N Q I (7YP) �' eRC� SEAT c 34 \ -- -- 2 - 5 L,J TCP I '"-0'' O•G vJc_D FOR D _ 2oG -Gr BOT OF EA I I TO t_ 4x 4 � _ , TYP PANEL b!� / OPENING-. IM 3=D L4xgx �2 ,1 / EM F CONT W/ 1/2�� A Q4 II -W.V ,cEita --� – - ST PS 1 -: 4 L, SEF PANCL 'To tp PANEL CON-4 �� \ rIN FIRST FL FIN FIRST FL - � I FN �IRSTFL �y EL 2G9 - G EL 2�9 I EL 2G9 G _ _# -- — .Z 5 z _� HJRIZ 1- 1 -0i - \ - �-� I ( I 1 PACE �9 4 x 4 � i = � ; DIaG $AR, 1z I I N El 01, I \% I --� 5A.R @ EA I TYP PANEL -,= N RKING PA►Je 24 Z jl CORNCR Re1NF r vPa EL, ��HEv ReINP 3 13 2-#5 �VER —2811 D.T, ! El_ 54_6- pm T -°H ��EINF i t I? F•DGE 'r L (cxax �2 I -O" - - - _ - - - - - -- N L L W � DdOR ----2 -*5 HORIZ TRIM 1 w/ �� I/2u� x 11 - iTOPor FTU - 0 5TJG5 I 4A �L 2s3-6 Z m Z �I OPNG BARS TOP �, ROT I _ w 2 -�► 5 - - I SROWN ELEVATOR ,i I - _ 4. F `� 4 F VERT I (-- -� GOOK OPEN�NU OF OPEN NG I �p -A��. JLL W - W W 0 PT D F w A I_L Al - - - ---- - J i I ,c.. �_oCKoUT. 2- TRIM 0 U 14 z PARKING LEVEL I Q _ - Y- -- — - — wI�TH v�RFY L* - SECTION 2- 2 SECTION 4 - 4 Qm � '� SECTION I { N?s GO �Y ELEvaToR �,,♦__ VN __--_-_- - _--__ NTS M4NLFaCTIJRER NT5 TYP EXTERIOR SOLID PASSENGER ELEVATOR FREIGHT ELEVATOR PANEL LOAD BEARING PANELrA__- D.T. BEARING CONN AT (-_B� LOAD BEARINGHPANEL AT STAIRS .j�4 _ I _ II t — 611 = 11DOOR t = g" ELEVATOR t = 1o'' 1sT E 2ND FLOORS - oPANE L t PANEL WITH OPNG WITH DOOR OPENING AT '/411 s 11 - 011 1/41 = I' - (7'' (I y4' I I _ O II A 11 — 11-C)" �/L1'I' = I ' -Q p P R E C A S T P A N E L E L E V A T I O N FMBEDQ l�'I/2x4,c p1-8u r -Z -�4 4 X 0�-4" 4ENDED I, 1 �I -rU 3 11 C -TYP a� a�IoR Z J'�. �—QL �./�4� � x N s P@5oC L _ / � . �u I.. STUD 0 1 _ Il — `°— aM13ED L N { i NO FILL ROOF - EMBED \B� 1�/2 4 A O 8 r f '/2 4 xOT-g�� z "If � -- - WELD ONE W 2 -3 '' � x 01-4" STUDS ILO FIN FL SIDE PWOR I �, @� 5.I OC 41-50 WELD 1 -*5 r- W� 2 i /4X Q,#I I �- 7 f_ EL 2ldi �o- WELD CNE -ro �E�TION ,, e To t� t; @ 5 OG I - 5 -EMBED O SIDE PRIOR 101NT CnP) \ +1 4,i `�--�` �,� WEL TU f . _ - " _ ° 0 4� - I CGRADE 40 ) a a � co 70 EREcTI o '4�' ,701 NT �2,ou r ' OI N \ ° 1 RETURN AT; � 1 J T I J EIJDS,TYg' FLJLLJh' GPJUTfOULL HT - EMBED —_ 3-#7 EM3ED �Cx� ,�O'-g' - '28�' r) -T J r \i ---- _ -I --- C f - yMED L4 x4 x %2- b j --CONT uJ1 I - %4� a, P_�r, O C a. ... ( ,/)NT, W �41� ti( 01-�11 n II _T 5TU D5 I # C T I Z 3 I N EAD�D 5TU D5 S . 8 y GUN N PER o ' C7 �9 , - -- -- -- - - - 4 JOINT _ 21_On �+ _ t 5C, PANEL AT ROOF �, W _. -- - - - . . �. .. . .. •I a _ GROUT FULL U G I - 2 _ Y NL'LD TO L 2'-v'' OG ,, 1 CONN PER PANEL Z r --- N I 3 1_ " OUTSIDE FACE HT 'n11 � 8E T f�. / 0 5 _ � -- -----T pP SEAT . -------1 / OLJT51DE FACE 4 ,c rc v O. 111 C ad _ eL 2�� - 6�4 - \ -TYP PANEL TO PANEL TYP PANEL JUf� CTION TYP CORNER CONN TYP CORNER CONN \off�,� � AR�t� l�1 - oil0101 Of �UD5 zCO) 0 _ _ �- Z C7 Z CONN CONN AT 450AT 900 3 n _ I _OU D 11 = I1 - �11 3 II _ I _ Ou iI _ Ii _ Oil � ~ r /4 - I /4 /4 - I �/4 a I �, GRID C PANEL CONN AT IST F L / PANEL TO PC BEAM 3 > � PRECAST NOTES-T E S _,�_51� I,4 - s�/ II = I 1 _ oil > GENERAL - PREC S - 4 AT 2ND FLOOR � ROOF w W 11 , PROVIDE 3/4" CHAMFER AT ALL EXTERIOR EDGES OF WALLS AND, IN EMB1=D CONT 1_4*4 x y2 �1/2 X#F" 0 11 _6 �41� - 1 'n'� o LL,I ADDITION, AS NOTED ON ARCHITECTURAL DRAW I NGS. �V 3/4 ,,O'-�" SENT STUD: W� -O" •G• GRID ARID toFc ..J Z SEE ARCHITECTURAL DRAWINGS FOR ;SEALANT AND CAULKING. PANEL I c 2 -O �c - nX41 X a� - �11 `3TL1D5 PANE- 1_ --- 1/2 0' -4!' 5cL 1NSERT -- -- �" ° i �' l� 17-1 -011 Oc U X111 �I, . Ian SII- \ i Z ,�., T A POCKET' '.ND RL ACKOU'i S WITH EPDXY BONDING NG AGENT AND GROUT I" x 0' -aF'_k R 1 r.,ti .�, I Z A RDD EMf�EDEO INTI CIP �;i AB \ - #4 -- �2�� o,C, o 3. CO ALL ,�y _ - - � Q r FULL WITH NON-SHk1�+i( GFiG'JT. :1-ISEP-7. Nx ,j 11 " � I IIO,C. 'ZNo r COIL LOOP ,N.�ER , t: -#4 2 �O (9 I2 0c A'T - ��ooR. 111 � CO I L RU D EMBED T O p E X i __ a IN PI RSTGFL n } OF _T EL. 26`1 2��� O,C, AT ZOO=, U a 4. ALL WALLS ASSUMED f c - 5000 PSI AT TIME OF ERECTION. I -01, M I I•J IN ,O F'Ey WALL F L 'jog-3 r-- - EXTEND 1V ',v F _ a i. •�- CaR01 aT FU' L ti } �� NEAR �� � . -� P SLAB 0 BENDS IN ANCHOR BARS TO START I I ,�2" M 1 N I MUM AWAY FROM (MELD. w +� EPc�x t �ROUT. w � � ,KEY (3 CONN PER PANELI PROVIDE M I N I M' IM 2 AIR HOLES IN EMMSDDED ITEMS. a • I x 6• I1 „I; a '� z _. . - - 4A2,-� iN � z cONC 2- � 'ONT � , W � w T. USE STRONGBACK S AS REOU i RED DURING ERECTION. — : Z �,_ - _ - �' LL � �'' C.C. PEAR MIN 0 W -7 2 CONT LAP 41-oII m i I CONTRACTOR TO PROVIDE LIFTING INSERTS AND ADDED REINFORCING AS 7 CUNT/ SN EAR I�EY - - D- T n �► r REOiJIRED DURING ERECTION. s EARS VJ/ MIN NOTE : ¢ -#, NOT_ . � • cn �� r I�,"Ex,1�T 1NALL ----- LAP 4' -O'' # z GHORD REII'JF 3- 7, WHERE GGr�1` BAR LAP PROVIVE SOLES IN PC. COL. an r CONTRACTOR TO CONFIRM RM AND COORDINATE NATE WITH MECHANICAL AND � n w� ti,� i N 4 1 - o° � _ (NTE �J�'TEn P�`( COL PLACE; FCR GHORO �EINr= AT 1 - ELECTRICAL SUB-CONTRACTORS FOR OPENING LOCATIONS IN PANELS. - � - THE CHORD RFINF NEI/,T TO COL �_00� FA MIN LAI° 4'-0l' o z X10. CONTRACTOR TO PROVIDE TEMPORARY SHORES UNTIL ALL PERMA NT v~ _ _ CfdNNEC T"OMS ARE COMPUTED ON PANELS RCCA)I R I NG SIJPPORT. ' -I- 'Y P PANELBASE rE DOUBLE TEE TO EXIST F PANEL TO D T 2ND FL G PANEL TO D T AT ROOF o 1 �� �I = I' - o'' - �, _ I - " ZW CIS t 1 . ALL L��TING WURTS MALL BE LOWED ON INTER- 1QR FACE OF WALLS WALL Al IST FLOOR 4 4� - ° ° Q i Q Q L IBE GROUTED WITH NON-SHR I K GMT WERE INSERT C O N N AND ,$ - I1 _ oil AQUA a LOCAT 1� A �iSEt s _. ... _ ....,.. .. ,. ,.,.,,.»w,rv............,.._...._.....,.. ,.... ,,,,,...,,,,,,,,e,,..,„, , . ._.,..;_...h....,,. ... ......awwr•.,. M....M.,rH.'�a...wr.—k 1 1 ►I1 1I,>j11I1111�I111^j11rI111I1111111ILgA 1111111I1IIlIIlI111{III�I�1I111�111�1IIIII1I1I1IIIIIIIIIIIII111III111IIIIIII111I111�1111111I1111tj1I1111111Ii11IIliI I1I111I111I111I111IlI1I1+11111 , ; " } ... NOTE: IF TH IS M ICROF I LMED ( �. 2 aI 4 5 6 7 8 8 h� I ( 12 DRAWING IS LESS CLEAR THAN ------� THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL a+ DRAWING. - __- _ _..----- - --- -__- ----- - -- - - - - - - 1 OE R� 9Z a 92 SZ 10Z EZ ZZ IZ OZ RI 131 .LII 91 51 411 EI ZI II 01 6 ' I9 ' f1 9 S b E Z 1 in111n11111111111111111111111191111111u11I1u�IIIIlI1111II111IItIlIt111�11111111�I111�1.INIIII IIIIIIIIJ,U101111IIIIII!J�III I1W191II111111IIIIIItf�IlI1�W!11U1314t1IIIItIIIlI�1111111HIIIIlII111I1111�1U1Illlllllll111111111W ll�11ll�111111u1)uulllullllll�ulllullulluulllH MAY 2 , 1990 GQ;0 ��R,D y FOR. 511 all /ZII " 5cL S C'-O'1 0.C, 8" o-� ,7'I WA R tom-•'TAIL No FO �ETAI L_ T FOR `G TAI L oT SHOWN SEE E SHOWN SES 6Ha►tip SEE Ca AT I S ".� __ooks -9 d 41 s 12"O.G" I N. I 4 41�i1 _ �' I�i1 O,G, _ �/211�I'( 11_r II t Q I c- ,-b `' r -- • : ' I OI2%2" c osyc �I I I Co I L Rn I 4 (0 Ca' 12 CG EXTEND W'W. F ExT=NJ W.W,F I . . ,1 '5 1 N 7 0 G,1 �; ESAE i ' 3' INTO G,I,P �L.Ab. ! �N T WALL 2L 31I - _,�,• L• °;�� j , ­ 70 x :�:_ I ,a � , .. Zm � 006 ..` ' :rte • . - - m w m D �E•. WALL , ¢ Z uj h r N E I- 5 CI�KT I I I i I; 1 Q ao 0 Q �. ,� ( CONT ----.� L3�3�/4� O- EMBED � �2�G�xo 8 Ion! NYr` EXIST I.. INCL GHO 0 CINE 3 T7,.. I EACH SID' "'/ _ ''j lleo (e" _ o•�E D h C��' N N 5-ik7Co s ., \NHERE I NTERUPrE 2- 7 CONI ---,« �, , ' 2-�7 CONT ----�: r - r, 571c� � I -# : i, N Z O � � 0 a4RS '^' NI 1 N u °.�`� COL, F'LAC c THS LAP 5A�Z I�/I I N 4 -o . 1 T ,• 'T'Y'lo (N D'"' . TAG G c ' I N w ` LAP 41-011 CHD�C� 2EIN � rdExT KoVIDE HOLES IN P/c MIN 4 -0 j 3i MIN ST.;�S IN OPP0517E �s i Hw TD CO- FAcE , MIlel COL FOR C1�00.0 QEINc, ICD ( `v - N �'45 6 , OQ No ac_ co Q LAP 4'-011 , ' �,� AT -� __c»�. _ _ 4 '-o'' O C J N � 06 h 0U A D - TEE TO EXIST WALL D - TEE TO C.I•P SLAB D TEE TO CI P SLAB ELEV SHAFT NON-BEARING P / c WALL TO ROOF W T _ B C R� D E �, A T EN RY I FLR OV ER E N T R Y AT 2N FLR OV EFS ENTRY AT 3 FLR WALL TCS C. I.P S LAB 4 �j411 I I-o I! 3/4 11 _ I '-v( 3/411 : 11_d1 I�Zu (a" `cL i�" 31-ro 3/ 11�x S" e N61' _ -- COIL 1.001" INSEr,7 N�EQT L . 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IN Too ��Ah'C�c FDR ��G AOR 4" - -- S�ZG,I,P SLA5 , =OR _ I_ .* 4 Pi'A�- .SLEEVE CONI RE •- O II G r, - � I . c�G C OAR, VERT _INF �� n w 3j 11 1 11 SH;:AR KE`( 8 2 ee t ,c (o L}- e� X O -(0 I 11 K2 e 1 N F JWC-� 5- TH �u w;5S. - 11 •�--�. �+=..�.�=o -r�� (sPAC e c 2 -v''1 I -ro II -o FOR bA5 E CON N O F P/C J 2� WALL PANEL To PF3-I m I SEE T-rc 5ASE CONDI Z o . �;. G u R,=Ac E -- - ! 2 _ W 1 EM 55D L 4x4x I/2 coNT �•' ; i �• I s n � � V 2� w/ I-NlY, X 00 H EADE D. �, �'I� � c Z '�� 1' j1 ��� _� c = � 11 I �.. J Tl�p � I- � 5 u �,�a •1 � IY�� P�- 1 x CD ��� I 8 SL.E_V_ —$ G, •P, �.J? t=DF: _O ro �' V oR °6-� (4Yj°ICAi-) THQU WEBS P5-1 PD-2 . FOR L.00AT10N 28 !�T c _AP 2 -(o'' ✓�� ��AMINL=� D1NR �j -4' Z O SECTION 2- 2 I O� D�-� f�G 3EAM—� f. �Y Ni01` S E 590S• C7 � C.I.P. STRUT FOR P B - I. 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' FOR EMBEDDED ITEM LAP 400 I ( BRG 1/2 x 12 x I' O" DETAILS NOT SHOWN ' TYPE-- EXTERIOR FACE 4 - 3/4" � A325 130 LTS SSE DET p, OF P/C PANEL Ip" Ip'' 0 I ( TYP @ TOP 4 BOT OF WIG) D-T STEM �� PIPE lo" COL -� S-g Z W - � Q z FILLED WITH CONC C° SECTION I I SECTION 2-� W o PIPE 6 COL TO W16 D T STEM TO P/,� PANEL LEDGER L TO P/C PANEL o C. �I= 1 11 F �4 , _ o G 3, 11 _ r rr H Z m 711 4 I - C) 3/4-11 _ II_ QII I z 11 1 �� �� 11 T ,I_ a„ , a,r o r, ,r 0 r r p z PIPE (o COL --� ,. BASE F�3/4x7x I -0 S P/C WALL PANEL � - I x 0'-511FLARED � 7IL FILLED WITH CONC 2- 3/�"� x 0'-9" O PARASOLTS LOOP INSERT WITH I "� �� zea I I FIN FL FOI X RODE MGROUT D (INTO M �- (o P/C WALL G� P/C WALL --� a � EL 2G9'-(o" EL 2109 - G WITH N N-SHRINK GROUT FP } PANEL PANEL l' I 3- 3/4 x O- 3 d STUDS . . .. • , .< < ., - - -- _ - - _ - - -_� EA SIDE OF WEB a TOS FIN FL I 2 - FIN FL - h _ � ( ' EL 285 loll EL 28(o'-Orr TOS t EL 28Go' O'. TOP O F D-T E L 2 S5'- (0' -- ---- ---- ---- , TOPG CONT 1-#5 CONT 3"� FLEX-TUBE `'� STEM EA FACE � I I- _ _ _ S S I BENT t3/8 x 9) I' Sit --� I -#5 CONT ' D-T STEM ♦I 4 - 3/4"(P x O'lo" 'STUDS @ LE DGF-fz 28 D•T + ' `cv 'Wllo I N W1G LO1 20" D-T INVr RTED TEE II P P tI/2 x G x 0'-a" 611 IIj2' 6" ' lye' PR0VI DE I/2'I — --171 o 8 /C ANEL BASE AT ENTRY 4-#7 CONT � # — NON- SHRINK GROUT N 4x [I TIES L 3 = r r, FOR BEARING OF WIG I 2 4--1 W BOT / I - # I s 2 r� , REMAINDER I - EMBED '�' �/2 x to x I'- O" 4x p TIES 12 OG /2 SCL 2_ /4 1$ x O-4- STUDS @ f2r1OG P/C LEDGER BEAM TYP 3 �� ' �� FOR DIAPHRAGM CONN SEE 11 DET A W PIPE 6 COL BASE CONN TOP OF s-� FIN FL , , W16 TO P/C LEDGER BEAM WI T - T ST � K ,, EXIST WALL EL 269 - G' 6 0 D � E M � z � a 3/4 = I - Q EL 2G9 3 11 �__ M _ _ rl N 1r_ 110 ! 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C7 cc " '\ - BASE It3/4x7xI -O Z a • PIPE (o COL ` - ---- - - - _ FILLED WITH CONC "� x 01-4" 0 •e ---- - N �- t3RG PAD r I Ii _ -_ PARA BOLTS • Z t- O o - I/2 x lox l -G /2 I Q 2"@ W REMAINING TIE�► N 4-#8 VERT U1 I'-O 5 lOu 06 o EA END @ 12" O C ---i—r— j I I PIN,F IL �- r a - i_ #4xfl TIES �g I m ✓ I EL llc9 _ _i t " ROUGHEN 12"� C IP COL - i 4tS 20 x 20 -'t ' ' P/C COL SURFACE _ P ld -#G VERT r o }. 15x20 CI • # @ 1 - - - FULL HT o[ �J 4x TIES ��� ` - ' o PILASTER wy d - _•_ U) i _#7 R p t p v 0 4 DR�LI_ #4 VE T Zv v 0 Z O P _ V j IN TIES 4 x © TIES - O I _ z _ �► LAN 3 3 z a �► IS 18' Oc - PLAN 5 5 u 3 `� — BREAK OUT SLAB "- 4 4 PLAN 4 -4 �, 5 5 Q Q AS RE�x'L) °C � J v -- - BREAK OUT SLAB I BREAK OUT SLAB S '' ' BASE CONN PER - - AS REG D �- ' `•• '� n V A� REQ D � Q v , P�EVIpUS DWG DRILL--4 / / REINF PER DWG S-3 o I-'N F L r a Q O I N #4 rL F;N F L t�rl m --- -- ---+-1 FIN F L i t r r r I W S EL 254 - (0 O TIES - O Q rn I EL 254 - Go 28 D-T 28 D-T _ z _ - BRG PAD I/2 - 12 'x IGo CONC BEAM F z - -- x 5 x I ' (c� ' 2 - # (o CONT TOP w r - --- --. I1 _ ----- � iI Ii —1 , " • • 3--*G CONT BOT w 0 w #4 x Q TIES I@' 2j' EA END, M I --- 1 I 12 REMAINDER @ 12" OG a N w ri �, _ , 1 11 r r " V I u 1 u NOTE , NOTE - F- � 2-3 2-3 NOTE: REINF BREAK,-OIJT SLAB PE.R ''' - 1 1= I ► 1 = - l i l`I I I- >i i l=- I- vs CIP COL MAY BE USED CONC BM MAY BE USED Cj IN LIEU OF P/C INVERTED � o q-'-(o" PREVIOUS DWG 4 -#7 DRILLED IN `�1_ G1' IN LIEU- AT ENTROF P/C C.OI. TEE AT ENT2Y o � — Z DOWELS 1 z co P/C COL AT ENTRY CIP PILASTER AT ENTRY_ ALTERNATE CIP COL AT ENTRY r ALT CONC BEAM AT ENTRY W Yu ' u w P 3/8"= (1. Orr Q 3/g"= I '- O '1 R 3,8 1 = I '- O rl 3 41, ' 11- O rr 0 ¢ i a a 0 U 0 0 TI ._.._ • _...,._. ._„..-_..,«-__. _ rr.r-ate •, r( I t I I 1 ( 1 1 1 1 1��'IIIIII�IIIIIIIII'Il'!'I'(IIIl1I11)IIIIIIIIIIIJill lltllrl n 1 111 1lIlltllllll'Il'�llfll��lllllll''II�IIIIIIIIIIII11111111111'Illltlll�llllllllllllllllllllllllllllll 1 NOTE: I F THIS 1 ICROF I LMED rte..-.�I.- 2 `3 4 5 6 7I 8 9 IIQ I I 12 DRAWING IS LESS CLEAR THAN I THIS NOTICE. IT IS DUE TO .' THE QUALITY OF THE ORIGINAL - - DRAWING. - —- -- -- ---- --- — _ -- - OE 6z 8z LZ 9z SZ 1►Z EZ Zz IZ 0? 6r BI tl �', LII til EI zIl II of s I9--••'•..Jc•.--'-.--'9- Is..-.1 Ib. fe.- z i"•i*' 1111IIIIIun1unlluIII n11m1�nulull�uIIII111�I111I1111111NI1IN11uJl1W�II1J�11:1�III1�111111)Urllllllllll�IlJ�lI1 J111�1l1ih;(Illl�)+titl!lL�l11+IIIn�tIt1�1111�I1UHI1�IIliIIIIIIlUI�111�W11lIlI�IIWWIIul llllll�l!llllWlllll11111,♦1111111l1�llUI11U�lUlIUU�1111 -1 AY 2 _ � 1980- +.-......-....._ , CAARLSO N/FER T SITE MAP INDEX TO DRAWINGS _-� I I IIJI C,ItIV,I IU7v/l,l)tJll Lt,a i...�i � - \ A I I 1'khKlNu I 1,L, PLAN FQ �. C A 1 j SLCUNU I t,t. I'L,.IJ 11i ..0 t � ,� A:' 1 Flh_T FLIJlh, I II C PL AN Q1 1, S\ A22 SICUA)tLt,t+t, IILI P1,y. A J I PAitKINL,111,11 IiLF'-It'II. L I Il II 6 PLAN FLOI:JI,n it-Ftt�'l1U t I n Ito,l'LHry A 3 3 ShLUNU rLLJL•I life LECTLi:I•t -LJrJL:PLAID S A 4 1 IICJUI' PL AN 4 IA71AILS 1 It Ih4l CA.rvOPY sEl,lr11' Plht.�;CI Ill Ill 1l1 1 1 ' \� ASI EXTI-WOR S l Z Q �� F.52 t,,IEluurJELt,AI10M Ato 1 tfUILUINI:Lt 13.1 11145 lu J h I I WALL bl_LiIC.i11jf rA,Lt, AJ L ENTITY a LAN-:1'Y SLCHLJN.LJLI,ILS A u 1 5TAIH :ECTIC •J �tMfrjr� E� AU ' IH u S1Aclil'4 tom 2"rkr U yl -- ,r.r Fug --- \` � A U I STAIN LC SEI,i ICJN A y 2 LLLVArC*I 5EC113N A.10 1 ESCALATOH '.LCIION 206/ , h I I I FIHST FLOCH IrvTEHIOH LI CVA1tONS 441.3066 A 11 : 1-111SI F1.0011 I:trL111OR LLCVA1t0I4Sh 1141'wt:CnC.;..LE A I I J SELON)rLOU i INTf WON I�I V/.;IQNS A 11 4 1"ECrJNl1FL:Ju41 INILHIGI, ' LVV­.TICINS 1928 A 115 SCCUrvCI FLC)CrH wTEHIlA1 LL_vhTIAIVSlFINI:rt S -LOU,' Pike Place Market A I2 I Ot TAIL S Seattle,WA (Lo X -1-0 tJ -.1..1 ,�G..t �\ h 12: UL TAIL S --- _ - -- . 9E ICI 47--ie� - Ci -O' - -._.-_ p..1 -� I -----1 -- - S-1 GL4.11. L PAilt., a WALL a1Cltul44 3rd Floor Doi e S-2 FOUNUAl1014Iu.1AILS 5-3 1,LJUFJLJAII104111 0144 Champion Bldg. rl cr' -I-o I rr1 ^~ � 5-4 FIH:1 tLp014 1HAMING PLwt I p,A ✓ 3-� - --- �M 11 1 I,• S-b F400F 1-HAI 4L I'LAM1NL:PLh1t 5-b HOOF FHhI••,�Jl:NLA1J S-1 Cir'PLA5111. J ;` i1 L Ut Ih.L: S-8 PFILCAST L-Clua ,N d Ufki `IS ^ -9 PHLCA"1 IIN40 ELEVAI101%. a;.�TA1L: P2 -OII ,c 1-O'I _ Revisions: I�rJ. ? �/ MOI�LOk.1 4 _ 'T CLIN! CII"4S - A I'1T'I,, p00 � ;�I'Tl.• ►� Off. - , i� ' ,;tik-"`�-� s-11 ENI11Y CArilrl'i n MI:.0 UL.,.1 ,c •O ' A hr1 A - fl 1 Ph11KING I.LVi t1Uw0H d LL:rIIINC PLAN -- or I �11­ r , .Jf S I r 11 I ' - t2.1 fIH51 1`1_00h .NIINh PLAN r - E:+2 F IN::1 lLIA rl wLN PLAN _ } __- A Jill L:3 FIHSI I LGDII , .r•IMLJNICAIILI..PLAN r T_ E'J 1 SECGNII F LUL L.H I INIi PLAN ,+i t3 SECUND I LGL 61`11hlUN..-k 1 ,NS - I L4 1 LEGEIJOS, NO; I FIxfulrC Xj I UOLt L4 2 PANEL SCFItL. E4 3 PMJEL SCtItU • '•. FISLIi b PLAry �G �J ✓ E4.4 1 UCTAILS - - X O .� A I - - 7=C.'" 1-'MW -- I VICINITY MAP PROJECT DIRECTORY � I J2 -1 4 �iIt�10Ea•3 til.• _ _ 1 Owner: Lamonts Apparel, Inc. row !� 6ss-o coati 3150 Richards Road - - -- OG -o Bellevue, Washington 98005 -7� - -- - - J' Dave Cooper 206/644-5700 - 7, I II Arch;tect: Carlson/Ferrin Architects, P.S. 10 -7 -a �� Place Market 10 A �` SattlelWash Washington 98101 Drawn By 11 1 Allan H. Ferrin, AIA 206/441 -3066 CheckedBy:_ Owner Approval:--- - -- - - - -- - - - _ Al.�+rr m Structural Andersen Bjornstad Kane Jacobs, Inc. Engineer: 220 West Harrison _ _ C-i71 Seattle, Washington 98119 ALUM J xl •c_ 1 - cI.II C4 7 -'5: � cr I�/" � Bharat Soli A �r'1 /W >✓rar�)' .lQ"Cat1: • -. �_� � 206/285--11fl5 � j Mechanical 'Seattle Pacific Engineering - - Engineer: 1927 SW 170th >\ Seattle, Washington 98166 Hap Carratt 206/242-0884 �J Electrical Hargis Engineers JGI011- �� Engineer: 1600 Tower Building rjOly •O 1 >< 7-O i Seattle. Washington 98101 Gordon Harfst �loKTH 2136/682-6452 i� ip � •4 x �•0 _2 ? - PROJECT DESCRIPTION LEGAL DESCRIPTION �.. x -7 2i� �•o ,L1-D Parcel 2 Refer to Site Drawings prepared by MacKenzie Engineer Ing Incorporated for Site work. Description of a tract of land situated in the SV/ 1/4 Seetior; 26, Township , 2lb '_,4 -tj Zoning C-G, under Land Use File#186-541-cialty A 1 South, Range 1 West, Willamette Meridian, Washington Cc, �nty, Oregon - 2 Building Code State of Oregon Structural Specialty Code and Fire and Life Safely H>nutatinr;;. 1986 on being a portion of that certain tract of land described in Beok 939 Page 21 J �'/� 1-O - Building Description: Two levels of Type 5-N, Retail B-2 , over one level of Type I, Parkin Garage 9 P YP ( ) yp q g 727, Recorded March 16, 1973 and a portion of that certain tract of land (e-3) Three Hour separation betweendescribed in Book 439 Page 755, Recorded Jan. 17, 1961, Washington Garage, Type I, B-3. Sprinkled. Separated three sides. Base Area•, Unlimited county Deed Records, said parcel of land more particularly dc-scribed as Base Height One story(Section 702) follows: Commencing at the initial point of "Oakburg", a recorded plat, Reta 1 Mechanical N, E3-.2Per Orecion Sprinkled BSeldaratedthree sides: thence South 89°40'24" East along the North Iine thereof 458.3 ' feet to a Base Area p 8,000 SF point in the West line of a tract of land Recorded in Bouk 245 rage 639; -' Multi-Story(SF). 8,000 SF thence North 00°12'53" East along said line and the West line of that APPROVED FOR CONSTRUCTION 16,000 SF tract of land Recorded in Book 576 Pae 196; thence South 87'27'35" East CITY OF TIGARD Separation - thre`sides (100%) 16,000 SF g 32,13DD SF along the Northerly line of said tract of land 485.00 feet to the point of LamoncsSITE ALDDRESS Sprinkle(double) 32OOD SF beginning: Thence North 02'32'25" East 376.88 feet; thence North PERP/IIT NO.�_ - +�" Maximum BuildingArea 64 000 Sr ° ' 67 27 35 West 80.00 feet, thence North 00°20'08" East 58.64 feet to 32,00) SF maximum per floor the beginning of a tzill ent 196.99 foot radius curve right; thence along the T I l I I AMI LY c L CT T H I N c STORE B "TITLE _ - _-DAT tf g� 9 9 g 9 Actual Floor Area: 101'-5-1/2"x 140 - 25,404 SF/flour = 50,808 SF total are of said curve 109.78 feet through a central angle of 31°55'53" (the _r -'- ----- �"`-�`-`-- ` -�-- lung chord bears North 16°18'05" East) 108.37 feet to a aint 49.00 feet Maximum Allowable ade'(S: 2 stories not including garage (Section 702), 40' above a datum lo' Southwester) of the centerline of SW Hall Boulevard raid point bears WASHINGTON CIRCLE above the lowest grade(Section 409). y p deference Datum: 254.50 South 32°16'01" West radial to said street); thence along the arc of a Allowed Top of Parapet 304.50 non-tangent 621 .62 foot radius curve left 72.30 feet through a central TIGARD, OREGON Actual Top of Parapet 304 5D angle of 6°39'51" (the long chord bears South 61°03'55" East 72.26 feet - - E•1lnnlHeyuirements - to a point 49.00 feet right of Engineer's Centerline Station 316+08.52 SLevel OCLOPirlcy Are, Luud Load t7-yuired Iirywred Actual tt. t t- o o .. IL �0 Fat tui Exits Nidth width; P.T.; tllelll;. South 64 23 50 East pari ;el to the centerline of SW Hall u Garage 24,805.5 2UU. 124. 2. 2.411' Boulevard 493.39 feet to a point in the most Northerly West line of the �- lands described in Book 576 Page 195, aforesaid; thence along said line INFORMATION �� S 1 Retail 19,960. 3U. 665.33 South 01°03'50" West 313.09 feet to an angle corner therein; thence along t 1 Stock 3,352. 300. 11.17 g � !D I I Stair/Elev. 1,301. o. o. the Northerly line of said tract North 97°28'35" West 475.80 feet to the 1Office 110 1DD. 1.1 point of beginning. DOOR / F1ff8R 1 SubTotals 677 ('30 3. IJ 07' JU U' Loads from Above 225.78 t Totals 903.36 Containingntherein an area of 205,993 square feet (4.729 acres, more or ' SCHEDULES" 2 Retail 2A,618. 50. 412,36 Stock/Display 1.980. 300. 9,93 2 Office &27. IOU. 6.27 2 Stair/Elev. 513 U. U. 2 Lounge 345. 15. 23.0 7. Totuis 451.56 2. 11.113' 9.92' r / Pug ect Nu.: B-7Z 3 Date: �... Copyright CarlsoNFernn Architects P S ' �. ~� ► 1 1 1 1 ,...' ,... rtl�,'tth.,,r r r I r 1 II II! I till I I I I I Ir I fill I ," ....., III (• I I l i IIrI IIIIII;IIIIIIIIIIIIIIIIIII�IIIIIIII1111111I1111111I11111111hI11111111fill 1I111111111111111 a.,,.. NOTE: IF THIS MICROFILMED 1 2 3 4 5 6 7 8 9 1Q 11 12 DRAWING IS LESS CLEAR THAN - - THIS NOTICE, IT IS DUE TO _--` THE QUALITY OF THE ORIGINAL DRAWING. �- OIE 62 82 LZ 99. _ SZ /►2 E2 Z2 I Z OZ 61 91 t 1 91 tnllu > Ullllllllfffll1ll1MIfnIt1E11I 111IlU2f1 IIu111 11 U1111011 11�lIIl6i�wu11611�IlilUbll11�11111W�UWbiWllllhl;lll-ll11U2I11lIIlUIII nlnuluuluu1nu11n1Iu � W�'■II�l�l1' ij:2 14 1 MAY 21 1999 - YYt+i L CARLS( N/FERR Of .1 r I f - - - W�j � ►L Flu I - - - - - -- - - --- - - - - r - - - - - - - - - — - - - - - - - - - - - - r - - elft t F x.11 los/ ao j I N ,r-r+ / 441-loss if 3 1928 Market k t q Pike Place M -- pG - �11►L� WA 98101r+ _ r . .. �D 3rd Floor Champion Bldg 71 `1 F119 I „ � — - - r s - t 1 Revisions: _ � �' '11 � ,_ I • li o7 J?11Np&f lr __.a' I N 12/I rs/S I Y F�.�'I rT' �1'�'-c �f►�,i.C) 04. �►�- IIT I /% / ` _L���? �aNl ►-1-_ I -- Fi 1rx15'1 �� (��fl.,.II NCS - -- - ---- _ I I ^ t --•,�� - - 1 ir ',, "1•c, Drawn BY:-._ a, OL X X - I -4 5 � N. I }-IG,f`IL'I IPS�.tc.E cif a _ I \ I Eli AIS>VC � •'SUMP f'UMF' _ C4 - - 1 t _ 1n�►c --- - - i 14 — -- _ - - (l,IIx I?''X 4 11 ��/ _.. __. ' �UI1F`�F .�11 t =p - •t �l HO v,w I ! . ;-1--Chi LA I t_:: ' ---T Q F•�. 257 rs RIM +E l.: ZSa� -o ,, � 'i - - - I � ----�- F col X11 �w Z ' \� �!•I C'�11 111 �/ -- lp _ L-amonts GUALi:,�I s 1 \ '� L.�f='E�• - � I I�I" � � I-1 C !.L• _L , I���`�'-. ._ _L9.�� _-- lift 1 A nl I I •� c t f) t I i I ti c. t()Ft I I _ oo x l "F � I n I kr 1 u - - - , - HP _ - _ WASHINGTON CIRCLE _ It I - \1 - - - - .:F- --t--- TIGARD, OREGON - +--- - _ - - -- ; ��M U I.dA L 1, -- -- �" r � i \.,a— �.at-E - �_�� e I I I �1,(� r � '—` '� _N I I p I - / _ - - - PARKING Lw - ,1P 11�, I ' � •�'"c' -- _ N\ � 1 .it �_.�. i r--}►�, - EVEL — _ 1 N I_(�I I 1 I Ir I �Zx1f 144tvI — I G'-H PY4 T (OI-�f QC"1 I yy4(Z F1-Tc- ME A051 F'N�41. __ �11cTI I u I It I . I1 I II DIA (� 28 O Ir I-c' cl-o COLD to L_ �- e ✓' �\ ( I /. t 7x ? . /�; f `j Ix Ic,.rr Ia.Fx �k 1IJ ;P _fS�- `'1 xl">� -71x I��C. �!.c IY�' ��. �: . / •/ II ��,,L�,1-t •��` - I c"' _ -_ 12'-111 I y ►-�'� ._._ -. - - - / -� A ---- � I � � �,olectNo.: g A , - 2 -O t�1VE px.INT Ms_ , )ate ---- } __..__._ _ _--_. _,wlkr,....._,.... i �1:.:: .. .....:.„p;i IM�MYw.Tr•ro,.,,,..- �M•«Mewu ._.. �` ' ,,, -, Copyright Carlson/Ferrin Architects P S 1 � � I I (� � I I 1 I I ( I I I I I I � �l I I I I 11 I I I I I I I 1 1 I I I I 1 I I 1 . ._,,,..,... _..,._...,......-.._......,,..,,._....,.. ,,.an1�►•.I,...._....�,,n,. J ^11 I ►il 1 III III III JI III III III III III III III til III III 111 III Ih1 111 III III IIt III III Ilf III III III Ill 111 III IIIgI�I III 111111 If 11I� III 111 III III III IIt 1 111 1 NOTL: IF THIS MICROFILMED ( 2 - 3 -- 4 5 6 7 8 9 I Q I I 12 ' DRAWING IS LESS CLEAR THAN —"- - - --`. THIS NOTICE, IT IS DUE TO - THE QUALITY OF THE ORIGINAL 1 DRAWING. --- - — !i OE sz Bz [2 9Z Sz bz C Zz 12 Uz 61 91 L 1 911 5I b 1 E I 21 11 011---1 6 I9---- --'1L•---+----I9 9 bI `E-- z I„8lB" �rulnulnllluuluu�lulluullulllul�11111uIIIImIIIuIuI11uN►rillh�;!hII��1.INIIuilII11I1�L�4111IIulIuJI111�lu�IlllluuUlllt►tl�till�lJ.L►,IIl1�►mltulluu�UllImllllll�WlwwW1�11�lIWlw�lu�IwuWl�11111111�1uuUll�llwwllllUlllullWlllUllul MAY 2 - _ 1990 CARLSON/F I � aII _ 5f211 I I 1 _ ria r.�� i OWTH GW/ Awl o Hw �t Op ��011 �N i O ' �„!v\ IIIA IIIb 1 ` y -{Q �i r , , .v- -(p,R�' A '41 , � � III_ , V�TII`�I-� � � aN �! � u � I R II I _ BA 8 4n �- '� ►o°I 19 p oo„ I �1, I \ I r �G -�r I u `W. d o n 1 b �� _0 t- - _ r 1 k/ g _ I I PNS � �i12>g �IZb I ZL �' L 1 �� L.(o� _ i Semw w► a Marr th � -_"� � � ,11.1 I �•i I-� y�,\ = — I ar►�� .� . 0 1_cd' (7• J IDI f=1Tf1 , I r., N"), --- - Z'l x.IS T`(PILAI.GOWMN 7 uNlst� °I/2S/ 8� JMPi�TIaN ! fiMIT 67419k2 \> , -- l2/ I`'/8 7 hl> Ld- P'�'•RMIT 10, I=7 As ►C9 I � I .(/% �/. �� � 1 I •gyp, / 3 + -___. .) . 1• _ �i 3.5 19 - GNec:reG oy --- -- / l I'17 ,r own -p I er Appmvm -11L Af o n W -"Pf• 3 ,d 113 1i 4ry �y 41 'Sr I I 4,3 4,9' 2+y ; �u•9Qy j � r �1 I •�7�K Gr1LLEG'tIcT�j , II �'� q I� H.W• 9,10 r I�Z — _ t - voll ► � I � 17 _ l q II A i I 'd \ 441 V41310- V. 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DRAWING 1S LESS CLEAR THAN ------ THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL ,^' DRAWING. OE 62 92 LZ 9Z SZ bZ --EZ ZZ IZ OZ 61 91 LI 91 SI !►1 EI 21 II 01 6 9 L 9 S b E Z I I °►nlllnlnul!nllunluuln111:uIluIIIIl1111111IU11Ii111I1114I11�1�lUulII11((1JNIIIIIIIIIII�LI,I�UIIIIIIlI11JhU�ll11IJWIIIIIIIIJIINthlllil)ll1�11tfItN1IIIIlII1l1IIII�I111IlIIlIIUI�IIIllIIIIWIllU�IIAlIWA1tll11ll:IWllJll�ltll�WLlllill!lllllllllllllullWllllll � ` s -DI MAY 21 1999 ...p... �f*w. - � .. .,. •, y.. ....r.-..- �` - ,r Mir -•� y�rM,i'� __...-�._- r...-... _._ .. - -.. .._ _. . .... 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Jill 11►�IIII�II�III�fll�lf��llllllIIIlIIIlIIIlIIIlII:�III�1�I�IIIIIIIIIIIlIIIIIrl 111111111IIIlIIIl111l111111111I111111111111111�IIIIIIII11111i111lI�IIIIIlIIIlII�lIIIll�lllllllllll�fll�111�111 a NOTE: IF THIS MICROFILMED - I- 2 4 1� 6 f 7 8 9 IID I I 12 DRAWING IS LESS CLEAR THAN ------r► P115 NOTICE, IT IS DUE TO ME QUALITY OF THE ORIGINAL DRAWING, OE 62 92 LZ 92 SZ bZ EZ ZZ 12 0Z 5t 81 LI 91 91 fl EI 21 II 01 19 L -.? ---5 ---b E Z nlllnlllllllllllllllllllllllflfllullufl�nllllulllullllllluNlflullN1�11►111)(�1.1�{III)Ilnlh�ll�llllllulllllllfu�1111UUIIlIIIJuIIi�ulLlluMrrn�tttllullluuhn�lnlllluluulllll�Illl� u1111111w11W�1w11111�1LulllullulllwhlH - 1 .. I 1990 .A :ARLSO' /FERC c , f I I � I I _ I __ � TIF - h-J oeO GEI i .. .—. .ray y,•i ti I r _ 101 m- Nb D GE• 6-1 T o IT I - I I - — - / — l NW i( ` �_.- \. 1 ------ --fit ��Z-C�I A F F Y -- - - --- I \ K t - FF loll Ewlr� t✓ � ' �U�?PE+Jr G�II�IF-� G W f3, �y 11 UA ti L • a - ' \ A P - --- -- -- _ le IL4 - - G, , 11•u N r� uSTca� ISE G Il.lp-iG c9 1l- q _ J 741 IAMIIN _ 1 0 T H I N U til O R I ffioncs 7J LA --a - 1 ----- r -- — — -- --- - — - �.2 WASHINGTON CIRCLE TIGARD, O -- -- -- . L ---- -------- --- - %� '� !OPEN 7✓ .�'r�l,,�-rufzE SECOND FLOOR — �1 REFLECTED - --�� h I 6U�PP1�pEb GEILI� � e'.ol'� F,f CEILING PLAN r• ''�ec.1 we S7L� Date ""'"ice' r. ,.,..,•. ..,,_.,. ,A,,,Y;,4__._ .. � � _ .. .. r '+""•.."' , _ .-r _".naa�i�w u.n..:.» .. ,.., „.:.,„.� Mei kr.•-,mrmmb+tnw�wuwws,r.�«+.wx .'low i,opyr IwE1t r 5 y�leMwwM, ps. r a.. _,w.::',,��._,.,:_m ew--..�........�..., ...... .. �� . �: � .. ,111111►IIII�IIIIIIIIIIII�.��IIIIIIIII�III�III�I�I�IIIIIII�IIIIII��IIIIIIII�II��III�IIIIIIIIIIIIIIII�III�II�IIIIIIII�III�1�1�1�1�II��IIIIIIIII�IIIIIIlII111�+°II�II�IIII�II�r'IIIIII�IIII11111�1 +� . �, �-.•,�,. ..,,:. : ..� NOTE: IF THIS MICROFILMED 1. .rr.�r� 1 , .....r_'2 `� 4 _ 5 6 7 8 9 IIS I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - - - -- — --- -- of Bz 92 Lz 92 sz 42 C-2 zz IZ Oz of 91 L I 91 91 1+,1 E I 21 11 of - S 9. _IZ----' 9 Is--.-' bL---1-- Ie.- Iz- 1�+ft �nlllluilnl�uullul�uulun�nulen►�ImII111�I1uI1111I11H11111g111�1�I�I1111tiN�IIII�1111I��I111IIIIlIl1!1�1�� 1111IIIIIIlI11Il►tt�f1111111!Iflnlftttlulllllu�Illl�IluIi111V1u1w11111IIIIW11111111WulUlwllu�ull�llllwwluwl�uulll�iluullll1111IIWI1111 MAY 21 1990 CARLSON/FERRIP k A H c 11 1 1 1 1 S - e 1 F-Op- t'll/I--ice I I u - -- - - - ----- - --- - - -- - -- _ -- _ - - - - 'L t I ' �x1s'f1NC� � 2I16/ �' 1/�' rt h�11►-�. Fi�.Op� I 441-3066 \i 0104 � � \ 1926 W-NA _ L• Pike Place Market Seattle,WA 98101 J� ear�e M► nvtn. �►•O/4�" �'tl•p� - � -- � , 3rd Floor Champion Bldg. i I Revisions, — — — - -- --- — - -- — LA I'-'1 NA-f e(V a�� SL 13a•T`!vr1 I.IT)✓ �] 3�� —_ _. _ _._ 0 I � i J - ! I , A71. • 0 � ��������� 30 h � � � ii �'_ �' U � � Iit r to - - - - _ Z.' x 2' I�rte H E i tip HQl.11A � - ,I Af 2 . 2x rL c c J�1-►r- . -att- K A'1,1 RAF r•{AZ�iM �8 �-I(.k�- L191 b1b �O—� Drawn BY: Zen.("; I ;F1 -e) G,G, --� _ - -- _ -- - — — _ - - �/ Checked By: -- — --- — OL. �.�'N N � - " pl'f/..►-�s i4 N Owner Aproyal:_._ AW-4-4,- V W-4-ham ILS �n 11 K-Af- r-La H Il-W W/ k E: TkAl��t;' - / �a�E r✓ . �rlli I(� 2" xZhx , IZCI� 1%LCr. „IIJE i �N<iUL.AT,r'N -rupolr- + C kF�'�, °O°° ' IA I N-=,U LST I N _ -- Ire'-r 'I Lamonts \ Q 1 I /Z i I/( 1F1 [ f AMIIY ClC) TIIIN(, 5T(7E: E il-s- AN lt� (;LE ' � WASHINGTON CIR . TIGARD, OREGON Pit- I=A fJTEG, rN ---- --— ROOF PLAN & �� SIT �� D "AILS "0 jr, --,�- - JL--1"IX LL -- ,I `II IF - - --- — \ �— J�4 1', i... I -- I A 0 f-4 II 1 Project No.: c 7 "" �— w - ,a,•-• .�q,.. „�,�,Y. Copyright Carlson/Femn Architects P S I I i I I '1�� 'ala• +...,. -- r 1 111► lil�,l 1,rI i i,lII�III,IIIII I,II1,1 I�II1�1 I�I�frl I�lllll 11Iti�1 I�II111 I�IIIII 1111111 I)II1,1 11111,1 11111,1 1111111 11111,1 1111111 I,II�,) I,II1,1 11111,1 11111,1 111 — ..r- 5 7 9 9 IIO II NOTE: IF THIS MICROFILMED �. i�r 3 4 15112 DRAWING IS LESS CLEAR THAN ----+` ' i THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. ----��— OE 62 92 LZ 92 SZ 42 EZ Z2 12 02 61 91 LI 91 GI b I El 211 11 011 6 e '19-- 9 I----'-...11 IE--- 2 13ful" n1�11lIluII�uIIIuII�uulntt�ttultu1�1u111111IIIIlIl111I1111I11Nt{ll11111�II11i1.�.11HI11111iIIlI�I�Lf11IIIIlIIIJIlU�l1.W1111IIIIlIU111►It1I)ll!)�1L►�HtilMnlllullllll111�1n1I1UlIlUIW>tll1WIIIIl1�llL'�I�lll�ll�llll!lllllll11U11�JlIlUW1111UI111111111I1WI1111 1:24 1� 1990 CARLSON/FERRIN -- OF OF plL� r I tXAU,L�4y �I.Cp Y E,-EJArz��c-s ASE TO L> lz��C,K 4—v =;4e.-r- ? _, �eP T'✓p OG ll-j0IGATI~ �� �/A 6 ' r�rr �As� PSA N� � �..� 1,-INTI-+Ir••+ GA.��'p�' --_--,. A O/�T(/r-�A✓ ,-� r O✓IcPF �' C1�i - G �vJ \ J l O \ 'Y - Cie �3 ��i , .moi I -r' ' I • p I �I 1 n .05 206 TO R7E 441-3066 T I f+.(L�/E f�rill'�) vJTO{iE• i/ G1� G1�� Fi�rf ,11 1928 PikesT�r�TEYI .•� -/ a1riU L G.•A�i.it-ii Place Market Seattle UJA 98101 �F 11-91-10I p-^tlplu� 3rd Floor 1 I? O t�ply Champion Bldg LAI-�D10 �oF IOLA" Revisions iT A A"I GONT'I r'UOU� LIIjMr '+17� ur�� r-,)w F 10L.A7E T 60LA 0- 0 Ia_o o o ° o ocLi � Drawn By v,G�,I—I U`�'• �G�, �y��✓ GEIrl��:� �.►A�--I hecked Y- ;Us � Irpll Owner Approval G o rJ �o r-vp F A"H 07"1 Ef-f OH r PPJ-" " 6�,oF cv Ab0 �G"• ✓. _. GG �`� lr J� I F���V C7LA7 h�B __c� G� .• FIL�f�- O4 CK -- -- - / A�u M �o;�1-vF•�T 1-j 11, IF.JGjUL , _. —� ATM C�rAZI��G _ --- - O 4 __ . O - �H 115• ,01 A.F.F.— 0 ® ATL. j=.Ar'I � I / r V� (�, �oF F lT GO r-,s3EIa�J _w� "" 'A coo �4T I f`6. -r I(„E •'1 AF.F FLF,I pa;a:o U//E 4;1;-16016+� 'A • t VIG N� I , F- rztvaF Cm^--4fv_-f _ Lamoncs T14t FAMILY CLOTHING SIC)RE �- -- _ WASHINGTON CIRCLE v-1/ Ih��u1_. G,,�`z. _�,, , p EV TI GARD, OREGON LCANOPY & ENTRYi PLANS/ DETAI u vy - - - Project No. 8�7 PIAN G Et"- I �t`r Date Copynght Carlson/Ferran Architects PS M, ��• _ _-..... e.,n....+.�i"'.•^'...Rt..,,�•.. ,._,. ._ ..g.__,,.a1y�1.... �_.... �._...�.........._..,�.... . .... ...erwu,.. •... ........,•.•.,,•.ww...... t ►• / � ' ._. � ... � �+=g.._ __...16 �. . � -, ..K.,.,„`y,.p... ....•.NM.n _ .. ra r++. 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THE QUALITY OF THE ORIGINAL DRAWING. - ---- _-- --—— AE 62 82 LZ 92 SZ OZ E2 22 12 02 61 91 LI 91 .SII bl EI 21 III 01 6 I9 L 9 9 tl► E Z Imu ��IEllulllullllullll111lltlunhllllul►�ntEIInllnulnllluhhlu�111�IWIJ1�) ,INIInJ{I�II�) U1111n�InJI1l ImlluUulll/ftN1t1111ll1±1tlli�ltt1I11111114�III�IIII11UlII11t1U1111J111uu1uI111W�1ul,ltulwllwl�J.tullwlJw�lWluu66olimbulluulim MAY1990 t It CARLSON/FERRIN i C I S r2) !� I I , 206/ `Jk (L i(-iHT 441-3066 — r. Ir Pike Place Market � TlII, ,,I Seattle WA , I rltl, jul I 98101 ' - � 31d Floor Champion Bldg I I Revisions: of i 1 • L. I � I � Drawn By: I I Checked P1__ Ovmer A roval:-- — - ------ --- -- _..- I 10/ r2 7 OF i a 12 2 t ? c a T 'Pk i,4 E-1.5 I Lamonts , 1 11 1 1AN1ILN t IOTIIINC, S10RI - �-±- - WASHINGTON CIRCLE 1 1 ,1 TIGARD, OREGON - EXTERIOR 1 - 77. - - _ ELEVATICM + N — L Project No I, Date X11 vi i ion r t Cailson/Forrin Architects P ._. a 111:.1. .. ` ._..J _ ..., .. � �� .� ,.. S?e41w". ...._ .: - .....,... .... ..r,P,b'T;,Y: p��4�M1,�! •MMMMr�yyyy „ •. -;._� +Arta�r....-.....,,a� _. 1 .SI "¢.�"anwwwas,xuwu� .ra.�J.a+►F�I�IN'b 5 ...-.�-..wn... 1..- ... .+._ �..m yet b ::•.... i w�►yw dw;�" -a — r111lll�llllµIIIIIIIIIrII��IIIIrIIIIIIIII'IIIIIIIIIIIIIII�IIIIIIIIIII�IIII;III�IIIIIIIIIIIIIIIIIIIIIIIIrIIIIIIIIIIIIIIIiIIIIII,IIIIIIIIIIIIIIII111IIIIIIIIIIIII,IIIIIIIIIIII,IIIIIIIItI111I111 s.. _' ..- r NOTE: IF THIS MtCROFILMED ►. .�... I 9 9 I�0 I I 12 �> DRAWING IS LESS CI.EAR THAN -- ----lot.. THIS NOTICE, ITIS DUE TO THE QUALITY OF FHF ORIGINAL_ DRAWING. —_..._____._ I OE 62 92 a 92 4Z 1►Z E2 22 12 02 61 91 11 91 51 111,i El 21 11 01 6 9 L 9 9 b f, �rH�IIIIIIIII�IIIIIIIII�IIIIInII�nIlIl11�1111IIIIlIII11I1111IN11IlIN�Nl�1WIlmb111II IIIIIIH661Illuln!1110l11lubl lIIlllllull►itllut�lL►IIu1H��lllluluullnuuululllltul�WJt�1llllulUu�uJIlW�lllllJllt)illllull111t1111ulllulWllWlllllllllullUlllWlnl► die MAY 1 1990 CaAwRLSUN[FERRIN s I , I •r 206r 441-3058 I _ _ II � Pike Plage Market I I I Srsattie,V'JA �— ;04 3rd Floor Champion Bldg. j Revisions: 1. ,+ 9/2�� ?7 ��'�N:a7 , �►-I F✓�f•a-+ T 4� . r �.I,: 1 �� I - Drawn B - - --- ---- � n I ► I � � d' I �- � ,r Checked By_ Uwner Approyat:_._. -+- 1 ---- I I - i 77 1 I I 3u4 S I y Lamoncs T I I I I A Ni I I Y C I () F 11 1 N(, ti 10 R F I �jHel WASHINGTON CIRCLE T I GARD�� OREGON EXTERIOR -7 1 - EVA110r4til -:�t � � T•D.I� � I 1 i� Zai 7 %- ;10 q - �` Y 5''l,' �" - -pl ProectNo, 87Z _..- _ - Date: - ---- - __ snMY""YoAwI Copyright Carlson/Felrin Architects 3 «e - ' � �IMn•+�wro-x ".,:.:.. ,.,._ ,.., ...... � ";:also.{.. �• �r.•Ac:, _yWIMa.:::w�... -. .: x11I II I I11 11IIII I I III I I I I I t lil I I III , 11 ll) t t ►II ► I I�I I I I�I I 1111 I I III I I III I I (�I I t III I ► I�I I I I I I III I I I �'I I I I I I I I I F t tll �' '� I w I 1 I I 1 1 NOTE: IF THIS MICROFILMED - I Z M 4 - 5 6 7 8 9 I I ( 12 DRAWING IS LESS CLEAR THAN — -- THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL u DRAWING. - _ - -------- - -- - -------- — - - - — 1' OE 6z 9z LZ 9� stz tit EZ ZZ Iz 0z 61 81 .LII 91 SII bt EI zl II of 15 •I9 c 9 9 b EL.- z Islas" 1:24 1( ��ullnlllnllunllnlllnllnlllnulnl►IuIIIIIUIIIIIh111lUNIllu�lutll�t1�11I1�11HIaU1lIIII1)II,Ij111fIIIIlI11��11,1�11JU1lUIIIIIII�l1111)!illilhll►�tttlltftlllllllllU�lll<)IIIIIIIIIIlU1�11r♦UIIIUIIIllWIIIIIIul�ultlull�uulll��UllLlUllll!)1lUIlIUIIUIIIWIIIN � MAY 2It � 1990 CARLSON/FERRIN C 1 S 206i � I ►�-- - - --- I I 441.3066 - 1928 -- Pike Place Market Seattle,WA 9810! - - — �, -- 3rd Floor - - - -- -AL- Champion Bldg t�� -- -- — - - Revisions:10 - ------ ------- --- - q 1�l 13 ■ - - Ac M ETAV I k L I:I Drawn BY: %r Checked BY: Lj�wv 1 rJ c-, D(jc.-K + I ----- ---- L O Owner Approval_---------__----- e � zsa� --� ---1 F-1 — -- HIIAL uN 0 , 4,47M46HT 1 So OL i , 2 8G onion — - - -- ---- -- T !I I I A M I I Y CLOIII ! N(I S1ORf Vw1r, I 1 , WASHINGTON CIRCLE li12 �-g Y ETIGARD, OREGON M�Mo BUILDING 1 , 1-J - _ //7,101 '7 (ir I v IV Project No.:__ tF7(-3 loll Date. _ t Copyright CarlsoNFerrin Architects P S r•�*q ` .,'..�.-� �w,..rwn�pN n,. 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W/ DETAILS 2 X 2It x 1�b,, x )- $ Toa AND 6oTToM r 1+ JO F_w \ 1/y" AXI JD J'* y2il �pOVID'c I/11.0 I�Y PWDDP 4IGK E30ARJ \ 3Er+ N D 4 " GONG S..A(� W/ i -- ► �i _ %L 70�1 _ Prolect_No.. �Z j--- --- ------- 5 _ S � iSMiG JOINS 6$_ R1) H, — Date.. -- 11,4,i A7 , Ir�f= I ' • o ' Al. l 1l • " U Copyright Carlson/Perrin Architects P.S. .04 '•� un It�tl►{III (IIIIIiIII{1 IItIIIIIIIIIIII�IIII111�1�lll�lll�Illjlll�11111{Ilirl��{f�IIIIIIIItIIl111lIlIlIIl�II111{I�IIIIIIIII�IIIIIIIIIIIIIl1Ill1'Illltllllllllfilllllll111lllllilllllt{I11I11) �' ? 2 3 4 5 f 7 8 9 10 I I 12 --�� - - —- I NOTE: IF THIS MICROFILMED �.,.•�. -• � �--;—•--����� ��• DRAWING IS LESS CLEAR THAN --'� THIS NOTICE, IT 1.9 DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - - - --- -. ._- ---- 0E 62 9Z E2 92 %2 V? E2 22 1 0Z 61 91 LI sl' SI V C1 21 II 0 I-1-- -6 -,•'.-'e-''•1-'._It----1---.I9-- h----1- to EI-- Z 1011"" minulullllrllllllultttllulihtlllul►{nn{n11InnI1lulllglcla�l�li#1111111111wIu1�{I�Ii�illlUll{II!�IillI�III11Jii1I1111I1w>�11L(lit+INH4tn1I1111II11f�i11111111II11II11lf�w�IW�l11r�111r�wuul�wll,�llwwwW�Ul1{lll�w!!{ll11I1111�1UlIlillI1111 '^ -, M , AY 1 1990 . -- -."`--•"""�._ _.__..�,,._.....__ .._•-..n..u:_ ...r.....ary �.r-.- _....._„��:r--.�.�-....._.._ _ _..- _._W. __"_..,+w,..,.,,,Al1.s .......,w,R_.._!1»..: - __ ..,.i.. ........_...- ..,- - - _...._ l,,t4.,. - -.. ._- .•___ - - ivra F hvr'T gu To r-I �-APIr lr /' 40 0_ CARLSON/FERRIN '-1-4 Ar 1-ILA „ TOp 24 �*A FI.A&2N /c'H1W FWA6.7H G 9�IIIIII,P.-i v A F F /2 � ��l � cOv;: Ots (1) - '♦r 0-0 .-15t,E Pi. r+�F �' 1 G r' 0�STH ►•� / �u I L CJI�-ru ) �, o .- Fp ,ter r G v� ERZ FL.f%-j6r✓ Gam+ 3" r1 MTA L 1�0►-trJ - �p'✓c '' i �U'1-at X5'/2 10 TOf 64O2I ,.�TEf�•t'tEGI "F Oir•!!' T�j'I c�.0 I- -GI� , r"Glc•- 4N TEE.� A..rI�I.E� 4� "IETsL. oEG�clr-rG ; SAI ?U TIiP 6r. �'fr�, r->EGw %r✓.'I /JF h�T� riEGfl�-�� Fi+or') TO+o 12EFEV-- TD f`I PI.Ar-i I_�ovr :%_f, ter" ,d,�P of cv6 ToP liPr HT1. ioF�r'' of C-0T.. 'I- r� 40 71 1 61 r - ��,� 4H EAI ✓ <'f t' i l8 r'IT V �!f ;;�*/6i' t-t206/Tl., �fErr L r-��+� `� T r.>G � /SOF-I� r-+.,D ,:PmwL;)61 1 ,X7 -3066t ATL.�L1^I�h-rEL _ 1928 Pike Place�i7rrpt,j 41" x'' Seattle,WA Market 001 noor '4 -coo coo+ A r P _.r--- co •�' C � CA Jrd �+ A Champion Bldg `J - t I I e�,Ror1 _ 2' o v ,_�-�- .r,��E ,,,1 ITT ---- --,�- !r gG+-I u TE� "�Li►Tt: 1 L G �M EATr G Oi. G r�r I i�'E' "'IES ATE pi•, LU►-J DI T" Hewsions 14 -'''/ I F . ... 1`(t° i ULo. ClkAZ►-ks L.FA0rvFa_ I I II - ' 91..OPE TO6JA:40 iGI 1/4'/FT, 1 -G T ►Oi--� AT .�Ai--COPY _-- -------- ----- — - �.._ .._,_ � 1 t tel. �►-�G I f ' 3 � Q ,g •lu • ------- ---- -�------- I Checked Bv: OwnerApprval � I I I � li IL it V A_' I I i � . n C � l__ - • P ` ,�, P p 7 v- 4, - O o r 6 , � �° ( t� Lamoncs r � N I I TI41 FAMILY CIOTHING STORE �- o � �Q I I WASHINGTON CIRCLE IZ4 TIGARD, OREGON .- )� CANOPY ' & ENTRY SECTION / DETAIN, L. 14� � �1 111 ►� � ___X/v-`G - - - L!Y lj• 1 4- II�-,sal• ,I o-,�l Proect No.: r J C} Q, Date: Copyright Carlson/Ferran Architects P S I .,.•wvrRl� - _ " '��1�1itINwp1�'rb+R+rjrfa►�.� ra.f.,..�...-�.... ..... .. ...,.,.,,..,...,.. ......,,.,., ..., ., _. �,. .u,a, .r,• .. .. � . ... -- .....dY....••w.-.. .,.,+wr . ,., .a.,..yw�ak:.. �.�11�: ..,•-..�..,, ..� _., ao..M,...,...�..n+�.�eiR«1i'-.`.. ,«�7J!h'*---• _ ...,e�...._...,� .. ...wrrw..._ .. • >''� ____ s� '"'•""'""�'"'"'`""""^''..°>r'�'".'_�4'=':�""_`�`.,,",��„'�'��.r....,....., .. M ., I ' I �i I I (� I I i I I, I I I I I I I I I I i .,I� I I I I I I I 1 I I I I I I I I I I 1 I 1 I - '`�" ���f` , 1 � � . f 1 � 1�t 1I1 1� III r�1 III �1 IIt' 1�1 III 1�1 III III 1�1 111 III III 1�1 III r�1 1! lil 1�1 III III III III III 1�1 1�111�1 111 1�1 1Ir III III r�r11lI rlr I'It 1�1 III ISI I{I Ill III III1I r, 1, «*.�. NOTE: IF THIS M ICROF I l MEU ►...�.r...�.— I ..�-- 2 -`3 ��...4 5 s 7 J8 9 10 I11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO Ea THE QUALITY OF THE ORIGINAL K DRAWING. 0E 62 92 LZ 1!Z SZ bZ EZ ZZ 12, OZ 61 91 LSb I 91 I l EI b ZI 11 01 6 9 L 9 S E Z 1"•i" c�lllllllllllllllllltllllllllllllllllllllll�IIIIIIIIIIIIIIIIIIIIIIIII1111I1k1IIWIII�111IIIIII1111I1�1tJ♦,i1IIIIIIIIIIJIIuilliulllulllnl�c.�l�lllu�)�11I14s: Ilnuluuli11�11111uulluilU�l��lil�E1111�11111111t11111111�Illlu�ullll uI,IIW1/11111u1111�u1)11111u�lluulnl, MAY "' I 1990 . CART SON/F'ERRI :1 (0) I � l , I 260.0 ' fll — — ---- 4413066 .____ ___ _ -__ _..._.__ -_____.._____=_�_ _... .._ �.- - --.�. -_--------�- �—.-_ - -- -- ••�. ------ • o ° -- - - - -F- ------ �-- 1928 J r i Pike Place Mark I . Seattle.WA 98101 3rd Floor Champion Bldg r i Revisions- 5-7 evisions a s� m I - _ 2' .5 6P4E;._ �o fi dJ _ M Drawn BY_T�'� Chec. By. Owner Approval: Ql. 1 1 ^ -,! 4 Or. LLIJ i I 1 f v V t)•A�, , ISL I � Cil� .1��Q., y lr � � I' d qn Ilk . i W WE 6�J' CONC c LL. �( 7. f• i E QO a s% � "JV5 624 " 0C W0 i Lamoncs � wF ~ Qavt7E 1-11, I3TVII. FAMILY CLOTHINC tiTCN [ Rw-;NiS C@ 'r Q oQ Ai -WASHINGTON CIRCLE t = - TIGARD, OREGON I 1 STAIR SECTION Al i A8 1 1�2 a n — Protect Na 7 -. �1 Date _ Copyright Carlson/Ferran Architects P S , .r _wr�r,- • .,..,,,.�.,,�..,ac�{.;,,,,,rK�.e•,�.,r,M�,�wM►.._. ...,G�,�.,.: .... _ _ :..`r.---- II�Ri (�j1ii... _••,.,-•�'Y�w.,.,..w,h+MrrMM,.»-.-,;.e« ...,w,�.Mj,,.M...rc �, .. .. :v 1 1 1 1 ( i I I I� I I 1 I I l l III I l l 1 1 1 1 , 1 1 1 I l l l l f ( 1 1 1 1 .a-q�• •.�.—_...- ..., - ,,....,;..;:,.�. .�..;,__. [ -0111 - .. _• - 1 1 1 1 1 I I ! I 1 1 I 1 1 1 1 1 1 1 1 1 1 ' , r .. _.... I'f I ! I � I I ( I ( I I I I I I I I I S I I I I ill I IIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIItIllllillltl11111111ItIIlIlII1111111IIIllililllilill •....-_...�......_..._.._..._ � - NOTE: IF THIS MICROFILMED ( 2 3 4 S 6 8 1� l Q l l 12 ' DRAWING IS LESS CLEAR THAN ----..,� THIS NOTICE, IT IS DUE TO ME QUALITY OF THE ORIGINAL 4 DRAWING. _ -- -- -- �t: OE 6Z 92 LZ 92 SZ bZ EZ ZZ IZ OZ 61 91 L1 91 SI bI EI ZI II 01 6 9 L 9 IS...-1 b IE-- Z Imu" �n1�unl�Ill�lull�ul�nnim����llluit�unlnu�nuluullulluu�u111ui�1111b�u�II11111nIU1,I�Illlull�u!IIW�ll1W11111111IU11111t1I1111111L►I11nhmlllnlllulilll,lullluu11111Iu1>I�IWIIW,1lll�w�lur�uului��hlllWllllWllW�llllW!ll11UI11llllullllUlllll :2 MAY •2 1 1990 CARLSON/FFRRIN ' I I I F � f' 2061 441.3066 iv 1928 ••• '— Pike Place Market I Seattle,WAV:T" I � 98101 ,' • I I I 3rd Floor �r Champion Bldg. or 0�0' Revisions: i ' � I 1 I I � I � I Drawn By. Checked By-: Owner Approval: n � r � 'I /-'� Hf►til G rZA!1. I � O L"" OG W i .0 'JICIZIN& L- --, WA6;5 ONLY --- - 'CIA, Iro ob C ► ~�~ wIl oral Np A ► - ---� �� y i Nor - _ L �. Lamoncs �9 \`•, 1"\�;,`,•, THL FAMILY CIUTNING STOKE 0 in WASHINGTON CIRCLE J TIGARD, OREGON N ' f r: -- STAIR I SECTION Z � 10, I t. II 4 )0 Prnlc,a No 8 o,,lh Copyright Carlson/Ferhn Architects P.S. - •=�.j-"' .. �•�rr -F y. n7T_ •.. ..... ...,.:. .`�15R11AIfAMI�t ,oil 11111,11110111 IIF'tIF I n I I I l I I I I 11 I I 1 I III I II ( IIIII IIII1III111I111IIFI+IIIIFI+IFFIII+IFIIFIFIIIIIIII1III1IIIII1I111I111 r NOTE: IF THIS MICROFILMED 5 6 7 8 9 6 11 12 DRAWING IS LESS CLEAR THAN r THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL • aw1sw s' DRAWING. OE 6Z 8Z LZ 9Z SZ b7 "EZ ZZ IZ OZ 6t 91 .LI-I 91 51 bl EI ZI II 01 6 -.'----IA----'-.--'L----1---9 S''�"� b I�--- Z 1 1:2 d4,, i �►nlllulunlFlnlunlFFnluuln1F11uI�In111111I1111�IIIlI11N�111u1N1�IWI111�INIIIIlI1111I1�1I;1,if11IIIIlIII!1I1t11111JIII�IIIIIUllI1+t1I1111111►_II►I1IHt1IIIIlIIW�IIIIIIIuIIIIlI1lII�IIr♦IJJIIIIWUI�IlllllllLi1111111LI1lll�IWliwltll)111!)llllllill�llUlIWIIIwIIWIIllt1 MAY 2 1 1990 " CARLSON/FERRIN i I I i 1 � t _7 I 206/ , y 441.3066 1928 Peke Place Mark Seattle.WA 98101 • 3rd Floor ' Champion Bldgdf ` f.J II,-J6 Revisions: I i I I i _ — 1 •v, + r '�°b� Drawn By TOM Checked By: 0 Owner Approval. r � 1 O r10f1o1 7- 11 - ' - i �O•G. N/�/6 Or3 PJ- 0,20VI Oro M - V5var 1410V1-A'�o!--I A 'ePlop- GO +11 oL GHY- WE,Cai,'' CoVG S N ' '�Q ' �0 �,., «�A r�D fig► h.------.___ ` f _.. � - �► I i `� 11 � 121 11e1 I21-4'� n t ---1 W , -A 1 r Lamoncs TF1 [ IANJILY CtO) fMN(; STO�RI 2a� - _ : • •SS i►M-+Y•i� •�•, .-_.. _ .-ter. •r__-�—...—_. _._.-......._.__..._.._--__-._ __ ..._-__.._-.-_.. .. .. I _.-_— _ -_._` __ WASHINGTON CIRCLE ri TIGARD, OREGON STAIR 1 SECTION ' Co - �� 1+�TM��►M�4 11''� g�•2° �' 9 ' ��r-+blr- c3 I7 -25-AV6 4 ,. a ,5 _y �p>I_011 �.-)ef ' Project No ¢ - Dale Co Carlson r Architects Rti r, rrrrrr .-„� yrg /fe nn • , .- "�.J �-� n� ..:,,�o1�,►r�rw»s...._ � _...wt�rw.. .. .:r._..•-.�.... -�Ansa,ww�.x.:w. _- .�N�.,n� �, .«+, ..K.�u,.,w ,..... . ,...:moi- - •,.e,. ,..-.......... .... _.. -. .. •. .. ....._. _ ,a. n I � - i 1111111/11�1�11 111'111 1� III 111'ill 1111111 111111 1�111�1 I�1 1�1 I�1 ISI ISI 1�1 111 111 III 111 111 1)! 111 111 III 111 111 III III III til tit ill III SII 111 111 111 111 11 III III ! .. J NOTE: IF THIS MICROFILMED ,.r. ( • 2 `� 4 _ 5 s 7 8 9 l e 1 1 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF TI-E ORIGINAL DRAWING. - ---- _ OE 62 92 LZ 92 S2 1111`2 EZ 22 IZ 02 61 91 LI 91 51 b1 EI 21 II 01 6 e L 9 5 b E Z Ia���i. i11111111�III1111tI�1U11111111U1I1111�1111�tI11�III1111111111111111�11N✓NIII�IWI)11.1�11111111111111��,�,X11111111111!�Iliij�11111111�;Il1UItMHl111111�HII�Ift111111�i1Ut1111lIIIIIIIIIIlUlW1l]WIIIWIIIIIi{1111111B111111111111uW1l�lUl�IUWW�llUIJIlI�llIIUIIIIIUIIUU�ll11 MAY211990 • CARLSON/FERRIN 206/ 441-3066 1928 Pike Place Market Abo. Seattle,WA 98101 3rd Floor Champion Bldg Revisions dw ,z prawpk. Checked By: Owner Approval: L- + J -1= 4TP -77 ............................ 7 mll fff,fz'- FT. ,I G�'NL, / I 4 *I ps W All IN9 amon s T 14 [ I A hi I LY C LO I FI I NG STOR I Ii 9-lb-pi V2 "°✓'"�' WASHINGTON CIRCLE _k TIGARD, OREGON y L STAIR Alk SeuTiON 4 tip -1 it o*4 Pro iectNo.: 72 Date: 'KAI Copyright CadisionAeft ArcNtects P.S. AL NOTE IF THIS MICROFILMED 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. Ole 62 82 a 92 SZ fp Lp C2 22 12 02 61 91 Li 91 si I III,I EI 21 11 ow 6 9 1 9 9 t, E if III I Ill I I I IIIIIIIII III MAY 21 91990 . ............ CAR LSON/FERRIN ' I C r S 4 � 777-77 v ' r 1 11 t . a w r , 206/ U o(� 441.3066 1929 1) — Pike Place Mar t .) Seanle.W 98tU1 3rd Floor Champion Bldg �'SIT A� VI IRewslons r _ t � �`1 � I I W .� t i I - - - Drawn B - Y l Checked _— — Uwner A roval: -- I bit 1 I J 4 , i I . .s 1 - I 16 01 I � o Lamoncs THE ( AMITY CLOTIIING STORE w1 _ WASHINGTON CIRCLE TIGARD, OREGON ELEVATOR 1 SECTION V" i 1 -I t 9:1 Protect No i Date Copyright Carlson/Ferran Architects P S 4r5Mis�!'iM — — �gv3.dt P t 1 w r .. _ `� �1I��11►IIII �tI111�II1I1 n��ItII�I���I�I�IIIIIII�III�tII�III�III�III�III�III�I�I�III�III�III�IIIIlIII1Il�III�III�III�IIIIIII�IIIIIIIIlI111lIIIIlllIllallllIlll'I111IIIIIIII�IIIIIIIIIIIIII��tlt ( NOTE: IF THIS MICROFILMED 2 3 4 5 6 7 12 DRAWING IS LESS CLEAR THAN EHIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, OE 6? 92 LZ 9Z SZ 1Z EZ ZZ IZ OZ 61 81 LI 91 SI bl EI 21 11 01 6 9 L 9 S IF E Z :2 A$ rrll�uullulllullun�u111u11I11uIlu�n111nnlnulllulnulnN�la1111u�I1.i.�juI111111111I1�Jl�UIIIIIIIIII!.lltlWlluull111111IWIIlwf+♦tll1111LI11nIHt1IIIIIluuI111lIIlulllll�wwwl111lw1�u�wllwlwuullll�llww!llllllllllllUllWllull ;. MAY 211990 (r CARLSON/FERRIN a R E C T S u' N 2061 4413066 1928 I ' ! Pike Place �y Seattle.WA �1Lr T 1 98101 ..� -• •• 3rd Floor Champion Bldg v\ Revisions If t X _ CJ c T Y - I I � I � Drawn By----- - — -- -- - 7 Checked . pwner Approval: _ > tt 1 -� - --- 01 I I 11 i i I � I Oil —� 1 , - Lamoncs _ THE FAMILY CLOTHING STORE 3C1 I f 1i0-I�1 �-rr�� II�i-IZ 1 � cel WASHINGTON CIRCLE N TIGARD, OREGON lip ELEVATOR SECTION Protect No.: - Date: Copyright CarlsoNFernn Architects P S . rrl•^^"4/ r w _:. ""r,l��lyl�� '��Iw�,*^'a'aN�wr,`", . 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I if i I 98101 �A 3rd Flour � •,� , .�• Champion Bldg OF 1 Revisions: i � N WFP — ---- Drawn By:.. -- - Cnecked-B \ j Owner Approval: - - - LINt pF-r-I✓.1 e;,H I i I I . N j YZ Lamoncs �Q a 7IlL 1AMILY CL01H ! NG tiIORI Of- WASHINGTON CIRCLE TIGARD, OREGON 1• ULTi} ESCALATOR SECTION -1 Protect No., ]G Date: - _�,,,,,.._ ,,,,,, ..,,,� x. •• ��� .,�. �.w � Cali son/Ferran Architects S � ... . ..,w� 1M�x+..Mr.nu.....•.. .._+woi wu Yew. ,.,.., , .. ..«., ... ...,, .. _ ._ ._ ... ..�..... _. ....... ..aw. M.M. - �( I I I I I I I I �� I I I I I I I I I I IIIIIIIII�IIIIIIIIIIIIIIIIIIII�111IIIlIIIII111IIIIIIIIIIIIItIIIIIIIIItIIIIIIIt�IIII111IIIIIIIIItIIIIIlIII11111I�11IIIIIIII�IIIIIIII111I111111) ��� „r,gt11111 �,,, NOTE: IF THIS MICROFILMED I 2 3 4 5 �] 7 8 9 IIQ 1 1 12 I DRAWING IS LESS CLEAR THAN '— ---� THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW I NG. 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I � 11 I i I 906 '1 �) 4413066 1928 Pike Place PAarKet tieattl+" VJA 98101 3rd FI ru IHr•viSuw> II 7/1 i i 1. 4 � G � ��1 I c: ,�►i � - -- - -,� I oiv.11 By C'er,�ed 9y Owner Approval I 1 � I � 1.1 , I I I I i 1.11 iI I '16 1 ; '.<< o( Lomoncs ► ..1 )11 THE FAMILY CLOTHING STORE I -- - - WASHINGTON CIRCLE TIGARD, OREGON INTERIOR ELEVATIONS I I Am�1 Proiect No.: 1 � '�"' x��MPP�` ,..ig.;... ,`?��7P"�"'__= ........r r,t...,,..rx.r, �xx..,rnw.rWtw�ean. .PM. .... ..x r,. + r.arx.xP.rwar y.«.r...x,.qv.. .. i ,„,...�n..nn n.uY.u.. a wx..,,u..yux-.e..,. . .. , .- .n^.!Pl , ....... •^{• r. _.. ^} .. •'"''HT1. !S Copyright Carlson/rernn Architects P S 1 r ,x111 I(►I(11 I I I I I I 11 I �I I I III 1 1111 I I III I I I I I I I I 111 l r l 1 1 1 11 111 I I III I I III I I III 11 111 I 1., 111 I ',..I.,i.l.'.I .I I ;.:.�..:: .._�a..,�;��sg��r w�i •- ( I� III (� I � I I S I III I S I I I ! 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DRAWING IS LESS CLEAR THAN — I, THIS NOTICE, IT 1S DUE TO THE QUALITY OF THE ORIGINAL DRAWING, OE 6Z 82 LZ 92 SZ bZ EZ ZZ IZ OZ 61 81 LI 91 SI bl Cl ZI II 01 6 9 L 9 5 b E Z IaiaiM ' :2 �nl nnlun nuluulunlnu�uul�InIIInII111IlIIlI1111I11i1I11NNl1t�111!'IU11�11N�IIIlIII11I1�I,I�tIIiIIIIII.I!1111,�,�W�411IIIIlIWII)It�11lIIllLI11tf�Nt1I1111II1�IIlII111I11lIIIl11WIl�IaIIIl1lUIIIII�II,�Il11LIll111�,U11llIW1�1111j111111!ll1ll1111111IlUlIIWIIIH , AYM 21 1990 (�ARLSON/FERRIN C T S 1 s I t J AA l A G � 1 /A A 2061 4413066 INA 1928 1�) Pike Place Market Seattle.WA 98101 3rd floor Champion Bldg ._,_..._- Revisions I I i I _ 1 I i i Drawn By — Checked By: --- — --------- Owner ApQrov!l I I -1 0�77- 40 49 I I t I I 7J I Sf t 3 J 11 1_ y ; (7,12 r - , C-7, 1 - I ' � I ' I Lamoncs THE FAMILY CLOTHING STORE i i WASHINGTON CIRCLE r TIGARDY OREGON a INTERIOR I ELEVATIONS r 'a Allmi)w 4 Date:_ Copyright Carlson.Fernn Architects P S .., ._, , . .. 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OE 6Z 9Z LZ 9Z SZ tvZ EZ ZZ 12 OZ 61 91 .LII 91 91 t'I C1 all 11 0I-1 6'''x ' 9 L 9 S' fP IE-- Z I 1:2 d4 1 InIuIllnuluulnnluulllulnll�IluIuIIII111II11111111I11lIIIIIt11111J1111I11�.INIIIIII1111Iu,�1�,(IIIIIUIIIIJIl11IIIlW1IUIliIIIlI�I1►I�Ill1111121NttJtttIIIIIlI111lIIII�IIIIIIIIlIII11W�W1I11.E1W1111�11uu�lill�if11111l1�11W11W11�IW�11Ulllll�11UI1111IIUIIIlUI1111 MAY 2 1 1990 CARLSO�N/FERRIN , E L T S G �,p DOFF r 206 AM '• 441.3066 � � t) 1928 d Pike Place Market Seattle,WA 98101 rd Floor Champion Bldg. Revisions' /Dil I F 1 \ F1 --- ' G I51 I • 10 '1'1_ Checked By: _-- _ I - Owner Approval: l I I i i e, 1 ■ III 11 I I G1 G 1 F1 F1/17 /10 F � Lamonts THL FAMILY CLOTHING SIORL WASHINGTON CIRCLE Tj GARD, OREGON ------- - (7 2 INTERIOR ELEVATIONS I AIN Pr t Project No Date:— yrlght C n r n r CoP arlso /fen Architects P.S. tr r '"'.._ w.„ .�.,...; r a ,., • qr -_ , r1 I I ► I 1 II I I I I y "' III I ( ( I I II �IL. 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NOTE: IF THIS MICROFILMED `------ I 4 5 ���WNI DRAWING IS LESS CLEAR THAN ---..� THIS NOTICE, I1 IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. ------ _ de 6Z 92 LZ 9Z SZ OZ EZ ZZ IZ OZ 61 BI LI 91 91 41 EI ZI II 01 6 9 L 9 S b E Z la�riiw �n1 uullnlllulllulllulll111IInllnuhulll111II11111111IIIl1II111NUthl�Illtll�111lIIulI1NIIl,�U�,UIIIIIIIIII!�I1111I11W11t1IIIIlltlllliyfl1111J1tLItItIINf1IIIIlI1111I1111JIINIII11IlUI�II,I�WIIIIUJlli1111�llIWWJll1WwWW11W111>t]Ull�11lLIWlIlIIIIIIllI1111IWlIIIN A1MAY 2___ . 1990 i CARLSON/FERRIN C; I S ■ i 1 I I 2061 441.3066 1928 r� 4 = e� �(� � � 20 Pike Place Market Seattle,WA 99101 3rd Floor Champion Bldg. j Revs+ons'. - �j I — i i i I 1 AM 00 I Drawn By Checked By Owner Approval If i j Al2 — G� Al \ Al � AI G � _ Al _ G 717 Ll 00 I i r I i I 1 74 1 I 'I - ( Lomoncs THE FAMILY CIUTHiNG STORE i w — ___-- WASHINGTON CIRCLE TIGARD, OREGON j INTERIOR �3 �, �, ► �, �� ELEVATIONS �jI 116 47 40 49 Pro ect No.: Date: Copyright Carlson/Ferdn Architects P S �- i mom � � � 111t�r1► X11 �,1 III FII I n 111 1�1 I�1 1�1 III 1�1 ISI I�1 ISI 1�1 1�1 III I�1 ISI I�1 Ill' i,,,,�„�„�,il..11i ISI ISI 1�1 ISI III 1�1 ill III 111 III III Ill III III tII 111 III tll III 111 tlI ILII Y' , ... �, NOTE: IF THIS MICROFILMED Z 3 4 5 6 7 8 9 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO 1:24 THE QUALITY OF TIf ORIGINAL DRAWING. OE 6Z 8i LZ 92 ST OZ EZ ZZ IZ OZ 61 91 LI.I 91 SI bI L1 ZI 11 01 6 9 I. 9 S bI Er 7 lamas. �rulnultul�uulnnluuluttlnulluFi1ul11tullunluu�ullluNlllulll�!l11l�llHllullulht�U�ull�utllll!lllty�lll,WIuIIIII�u1lIlN�tl111wt�tlrl4►lttlllllluu�iul�un�uullu��lllllu���!ll1�WIru11�W>l�uil�lll�Wl�uu�lWl�uuWllUu6tlllu�JluluJl�lWIIn1 2MA "Y 1 19190 CARLSONiF'ERRIN A R L i 1 j l i i t �-tlo 206! 441-3066 1928 Pike Place Market Seattle.WA 98101 3rd Floor Champion Bldg ,d Revisions F i !i I i Drawn By ._,^ Checked:-__y Owner Approval: --- ------ f Lamoncs TNI. FAMILY CLOTHING STORE WASHINGTON CIRCLE TIGARD, OREGON INTERIOR ELEVATIONS Pro ect No.__ 2 Date: Copyright Carlson/Fernn Architects P S 'N,. �.. �...:. - .,...>........ .:..� ,y.w.+.................,,.........,..«..mow .wNa .......,......-..»�.. Mww,+,... •«.wrrwrrMwwi. ....,...v•ensan _ ., ,.,.a....... , �irl�fiet+�0.Y+t,c�w ...... -- .. .. 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NOTE ,24 7 8 I I l i Ililf � l IF THI§ MICROFILMED12 DRAWING IS LESS CLEAR THAN — - -- i THIS NOTICE IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. f 6Z 92 LZ 9Z SZ AZ EZ ZZ 1z c I 21 L 9 S ti E Z I a��asw ff I• 111111111111111 oil I I III IIIm A Y 16 1 1990 �..' r �� ul ui ��ril� rrl�ur! rul�wl�u�l����.lul��l�1�111u11�.,ll�ulllrr :.N • � ••...,....,......�_..__..._ .w.,.:....+s�•--r, w-.._,,,.,.....,,e.,.f ...r.y.mw ,yr ? ,. _ ,..,« n.�.._ _.w,....�........_.•,-mx,. .�e...re - 4 ?oz, � ¢ Q1 Z�oc0, LLI pa a z # T Ln Z Z a-0) o�O W I Z~ G1 >Z i¢ LW 4 ---- 7=7_ o =Z Z a0 0 ww(h ZG f-N Q Z U Ll � Z I I I �, r�� >G ZJ _> L �,1 r �J n vv uJ L azo a� . �II� is i � a _ � O�� nn rac CJ Z ` Zaw 2U \VA-� 1 Ndwwm� 'Io G'_ 2w -41 ' (A1, A � 4 \ C•T ll(r vF I I V i 4 4 i ' � I,llll Z w cr 110110( 3 g 160,)e 14 m AM 5) v - -may ____1 `--• \vl 12'>p to r I � 10„ Gds_ - - '� I. j {' r_-F -1 WITH �'��'� - -- - --- ..._ _ ... ..... _ ,,, .._.__ __ _____._ ._.— ""; �t'Jr ' (�`�f?rJf~ 3) � AG•� �� G;�,j �,,.,� ,,-- i _,� � Iox E3 UPTc- , _. ._ 44\ A' f� �L EF I I _. f✓' r✓ F 4; a 475 (I I I -•--7 �� �� , _ 14 cr t.� o { i,,' I A- - - _._... c� �.. 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THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - - -- - -- OE 82 8Z LZ 9 L SZ bZ £Z 22' IZ OZ sr 81 LI 91 1-..SII bl £I ZfI II of 6I-- e � .lL9 S IF --I6 ariaw �nllnullnllunln11L111111ulmlllnt�uullnlltmllminl}luullutluul+Il�1�1�In111111.�11111111IIIIlIIIJI1JuIIIl1IlINIIUIIUIItt�11L1111LInNIrnIIIIIIIIIIIIIIILII111I1111I11lIIUl�WIuJl1�I11111111�waL!!r!1!11�ll11�Ul�lul�Wl�UuIWIIlIUuIt1IIWIWIINH 1 1111 i � Y 1 � 6 � 000 z Fa U LU 611 z .0 Ln I T LL Q Uj Z t 3 11 1- 4K —VMW LU 7 oi- 710k,__ L 0 "L M z 7 0 Uj V) Z 0 rz X, 1 g g: i � 2 Lt ja 0 340 fop% XQUIPMENT SCHEDM9 00 X AC-I Trans model 8FMDC304LXADC#1kD1A00Xy pAckaged roattop to, -ro 14I eNL/. pars/electric heating and cooling unit . 12 , 000 cf pit z Cc,M z ZU C r AC-3 atipply at 1 . 5" SP, 10 HP . 4 , 500 cfm exhaust at .6" SP , z _j< nu�0 12'0 AC-4 3 Mt. 350 14511 heating input . SCOACTniZer and roof curt). toz '7-7— 34o Ka - 5, 200 LBS . '13 FLA on 460/3 . T 'z zw 49,x 16 6 zv-12 mom Baployses LOUMIS - Pace DD-650a coiling exhaust tan with Lu t� speed controller . 475 cfm at . 25' SP . 120/1 . /� /> LF-2. Wo"n' s Toilet . Broan 363 ceiling exhaust tart . 300 cfm at . 10* SP . 4 .0 sones . 120/1 . OF is) 91, 3 Men' s Toilet . Broan 363 ceiling exhaust fan. 300 cfm at . 10" 9P. 4 . 0 sones . 120/1 . 27-4 Janitor ' s Closet , Broan 67. ceiling exhaust fan. 40 cfm ► � � , I at . 10" SP . 1.110/1 . VAV-1 Omnizone Ott,- . 700 c f ill, Z w o VAV-2 Omnizone OMC . 310 cfr . 0 VA -3 V Omnizone OMC . 80 W7 > LLj �j VA 4 Ortnizono OMC . 2r0 cfm. VAV- 5 Omnizone OLC . 410 (-f m VAV_6 Omnizone Ot,C - 390 c VXV-7 Omnizonr OMC . 360 cfn C.,P (71(r OF e) VAV_8 Omni7Jn* OMC . 250 (7f \7501(r'ern OF §0 VAV-9 Oraizone OMC . 875 c f m. VAV-10 Omnizone ONC . 605 cfm . rn ew/ C F 1yo- GENEPAI, NOTES If tg5x rz %Oka I . All S.A. diffusers are 4 way pattern unless noted erwist 2 . All diffuser locationst to be verified in he field . I / 3 . All duct dimensions are I . U . 4 . All supply ducts to be insulved . I 7X; L X\ '00 -.2 ��� 11.1�r..-rl�� 4���� y,,. i __ _ - ___ .. _ LEGEND X, 2M GLOW OF 2) Sol- \, \ > �/ (�j CD CMIW^ 1?1Fr-U65X 'r 15^-.K )A_ T__ =T MUNA P I Fr rU 15 5,Z 15 U F_FAZ�. CO I MILIN4 VAV P1PF:rU%R-- 'r- A.R.et F, W/ 0 ECO f-- � z -_102P,;0(TqP OF CK4 MILINA 9P.TUP-N T- 15o\K Cr0 48)c 12 CEO CE4L-Wen 9, \HAU6r 15MFA,6, � —--------T__ 70 1'2 TH S 1r-Jf*11&h6 Al J5�.Nis 0 R. X IrD FIR.5 0^MPFF, z op 'VV VOLUMS, OAMPFF, CD qI PIPS 'Q C ? 1R SUPPLY DU CT �F yr ,2 N LRfTU" EXHAU-'57 DL - T YP5T146m I , EFQ Z R 6 M 0 V F_ Uj W F,V z C� 00 � wco > �w 0 Z Z C) < w _j a. Z ~ w cl: 0 fie_-.--�' L C �: --- A� VA . Oor-T-HC-011 DR BY JOB NO NO 01,..0 W Im 0A NOW I F TH IS M ICROI_ , n �,► r 1 11111tH 111 III III 111 III III III 111 ) 111 III 111 III III III III 111 111 III III III�111 111 111 111 111 I,I III tit til till .lY. I LMED .................. NOTE 3 4 5 6 7 8 9 io 11 12 r rf DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. of; 62 92 a 97 se oz EZ z? 12 07 St Of LI 91 91 t,i EI 21 11 011 6 a 1 9 S b E MAY 16 11990 mom