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7340 SW HUNZIKER ROAD BLDG A i. r: "r • 1 'l1 1 -1 Gp 4 t i . j i I I r'.._ f t1cc r • 1 GR .��.- r pPF I . � i t APpfiovTITY FOR CCi1STRUCT!CiJ QF TIGARD � � a I 0 a r SITE ADDRESS���Q 8y - _ ��Vi.rlr�rl isM'�1••Y�DY+w.w...nMlw• rwr+r•.... -...-....-www.wv.rrrw.ww�.r�wNw..►..r.w..v- ,.... ... r. .. ....i.rr....�.aww.w.w.w,...r..._ww.wry.+...�rw.,_..•..•.r•.rw•�+wwa.+..........«w. r�.......w..,.. _.._+__ �. rI E ..—�. �....._..,...»..... �.. r./A AT EJ, I / w ROOF LN Ht VA G. 1 2 T [- ,aN , lop G .UNIT # BYCC �-) c �4 F 1 ` 28 LBS 1 BUILDING I0A 5 1 , s / 1 -- .A # BYC060F3H0B- F\, LTOFS 619LBSSECOND r I 1�SOCCENTER 60 AMPS APPROVED BY : DRAWN BY - REVISED Mt-CHANICAL I NC 50.3 u DRAWING NUMBER'8 X 14 PRINTED ON NO 1000H CIEARPRINT • i -6 1 i Jill NOTE : 1 F TH IS M 1(;ROF I LME C) _.___i...,._„.., .,•�..,� 3 �J �' oto ' ' 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. _ �� aZ 8Z 1Z 9? 12 OZ 61 ...__.. . I a � , I PHASE TWO, PHASE ON � W W Y S 87022' 43"E 301. 24 1 i NORTH TO PORTLAND ' A I SITe !r"AN F. VIC.INI rartt� ' 1ND 'X' N MAP D,aTA ANO A z Two SITE. PLAN E L EVaTu1�_ GORE '5LGT100 , T_ 'F0U`9I2A:r10l`4pL� � T 1-. i ` L._.; ! i = T A l I¢I,OG►R. PRAM I N& P L A iJ D E-TA I LS ' ! YQ 1 v'i` •�i A ItOOM r-CA•MINCs F'LAQ 4 DLTA1-L's Z -- �L_ODpL_P._.�LA--N- Gn_ _ -PLANSTAIG -�-- TI—o. - - ---`9 ---- - ii ar' tiv A ' 2� Fl.Qt7i1~- t*L.&+N COW. FLAG 'OTAIIL 2 51rGTIOQ I:.x,7EgidR F-wevATIU�45 HILLTOP `\ \ BUSINESS A9 WALL 5LCT•IOWr tpUILDIIJ,� -iEGT101,1 WOF PLAKI Q CENTER � �\ A I . h/+�t,t., 56G'�IC�t�S m VARNES � 217- BEAVERTON/ J STREET TIGARD HWY. O \� All IST t 210 �L04�.5 aFLC D GEILI4 LAN LO CD C B �� `� VICINITY M A'P STRUCTURAL CONSULTANTS LANDSCAPE BALLINGER 81 SMITH , INC. BEIGHLEY & ASSOCIATES , INC. 901 -A TERMINAL SALES BLDG. 12840 N. W. CORNELL RD. ,/�•- SEATTLE , INA. 98101 PORTLAND , ORE. 97229 (20 6) 622- 9296 (503) 643-4796 Vo > \t SAWN LUMBER: Sawn lumber shall conform to West Coast Lumber Inspection Bureau Grading and Dressing Rules" , latest edition. Lumber Grades shall be as below: W ! . -- / Member Species Grade Fb(psi ) U) All Studs and Blocking Hem Fir Construction 825 }v rte. I O IKE Floor joists Hem Fir #2 1150 (Repetitive) Root Joists Hem Fir #2 1150 (Repetitive) - ° i C S �, Wall Plates Doug Fir #2 1250 N S9 o Z ll nails called out on the drawings are coilunon wire nails, ess noted otherwise. All Z dQ 0 v framing shall conform to the Uniform Building Code, 1982 edition. All nailing not called D 6'� out on the drawings shall conform to UBC Table 25-P. �O m PLYWOOD: Plywood panels shall meet the requirements of the latest edition cf "U.S. Product 9 Standard PS-1 for Softwood Plywood". Each niece shall bear the APA grade trademark of the l 019 American Plywood Association. Plywood shall be as shown below: r ;\�­ - 7"�iro Use Thickness Grade Index Roof 3/4 Struct II 48/24 Floors 3/4 Struct II 48/24ilk Shearwalls 1/2 CCX CD I I I • Nailing unless noted otherwise: 10d @ 6" O.C. at panel edges. (roof) L -� 0 10d @ 4 O.C. at panel edges. (floors) lOd @ 10" O.C. at panel interior. (floors) N 87_° 28�01�� W 607. 13� I lOd @ 12" O.C. at panel interior. (roof) — — Floor plywood to be glue-nailed. PHASE TWO PHASE ONE I GLUED LAMINATED MEMBERS: Glued laminated members shall be fabricated in conformance with i;.5. Prod uc't Standard E_S 56-73, for structural glued laminated timber. All members shall .... be fabricated of industrial grade Douglas Fir in accordance with American Institute of Timber Construction (A. I,T,C. ) specifications, using water resistant glue throughout. Each f member shall bear an A. I.T.C. identification mark and be accompanied by an A. I .T. -'. certifi- , M A S T E R S I T E PLAN I Cate of conformance. One coat of end sealer shall be applied immediately after trirnmirg in hither shop or field. Shop drawings shall be submitted for review by the Architect prior SCALE 1 " = 30 'x' -- -._.-- __� ._ __�__..____ r�._ ____..._'____._. to fabrication. Beams shall be: REINFORCING STEEL: Unless otherwis,= noted, all reinforcing steel shall be deformed bars in acc�ruance --_ STM specification A615, Grade 60 of the sizes shown on the drawings, Beam Depth Combination Fb(psi ) Fv(p O E(ksi ) Reinforcing steel shall be securely tied in place with #16 double annealed iron wire. Bars shall be detailed in accordance with the "A.C. I. Manual of Standard Practice for Detailing All 24F-V4 2400 165 1600 M -0 Reinforced Concrete Structures" , latest edition. Detail drawings shall be prepared and � m • PR C J E•C T [DATA CE Ill ERAL, N OT E S SubmittEd to the Architect for review, prior to fabrication. A minimum lap for all bars TRUS-JOISTS: Shall be as manufactured by the Trus-Joist Corporation. Shop drawings shall � shall be 30 diameters. Le reviewed b the Architect p g. - X r --- — y prior to fabrication. Shop drawings shall bear the seal and `� - "'�" — ``o ' ~' " '�•''��% ••� signature of an Oregon State Registered Professional Engineer. REINFORCING STEEL _PRO_TE_CTIO_N r , ,... ..CONCRETE: The selection of materials for, and the mixing and placing of all concrete shall SOILS: All footings shall be cast on undisturbed firm natural soil , free of organic materials. -- -- Use Protection oatin debris and free ,�a;ter at al �� onform to the requirements of the Uniform Building Code 1982 edition. Proportions of _ g excavation shall be free of loose soiid, sloughs, 1 times. ingredients for concrete shall be established by the Criteria of Section 2604(c)2 through r "' �,✓ '• +.r'' �-.. ,r 2604(c)2D. Materials shall be proportioned to produce a dense, workable nlix, which can be slab and Wall Bars : Interior faces. .3/4 ' SHOP DRAWINGS: IF fabricator's shop drawings differ in design or, add to the design of the placed without segregation or excess-free surface water. Water cement ratios for various structural_ drawings, they shall bear the seal and signature of an Oregon State Registered m Exposed to Weather Professional En g1 0 concrete strengths (f'c) shall be as shown below. Concrete strengths shall be verified by gineer. Said seal and signature to be affixed prior to submission of shop � "�' r.� w-;•'' or Earth. .2" ( 6 and lar drawincs for review b Architect. General Contractor shall review and approve hop <.•. ,.� '`� !v�; J�, i standard 28-day cylinder tests. larger) , 1 y 1-112" (#5 and small(ir) drawings before submittal to Architect. t� C) `'..• ,;� �'� ! Max. Gallons of Min. Sacks of y Footing Bars. . . . , . . . . . . . . 3 0 f'c fc Water Per Sack Cement Per Yard Max DESIGN LOADS: In addition to the dead loads, the following live loads are used for design: C7 eo�.(' r. (psi) (psi of Cement of Concrete Slum Use i-� ------- - — ----- -- --- STRUCTURAL STEEL: Structural steel Shall be A.S. T.M. A-36, fy = 36,000 psi . Structural Roof 25 PSF 2000 900 7-1/4 5-1/2 3" Slabs on grade, tubes shall be A.S. 1 .M. A500 Grade 3 fy - 46 090 psi . Design,� + p g fabrication and erection Floors 50 PSF no special inspection, shall be in accordance with the latest edition of the "A. I.S.C. Specification for the Design, Wind 80 MPH exp, required, Fabrication and Erection of Structural Steel for Buildings". HII bolts shall conform to Assumed Soil Pressure 2000 PSF 0 /�/� the latest A.S.T.M. specification for A307, All weldingshall conform to the A.W.S. codes Stairs 100 PSF .4 ~' "� '� ''~" - ` - 3000 �Eo /0 3" Foundations for arc and gas we'ding in building corstructior. All welds shall be 3/16" rnininnm un- c3 less otherwise noted. Welding electrodes shall be E70XX electrodes for manual shielded Earthquake design based upon UBC Lone 2• K 1.0 CS - 0. 14. Earthquake loads D The use of calcium chloride shall be limited to maximum of 1/2Y. b.y weight of cement. An metal-arc welding or equal electrode for other welding processes. Welded joints shall resisted by shear walls. air entraining agent, conforming to U. B.C. Standard No. 26-9, shall be used in all concrete conform to A.W.S. prequalified joint details for welded construction. Shop drawings mixes for work which is exposed to earth or weather. The amount of entrained air shall be shall be submitted to the Architect for review prior to fabrication, All welding shall All construction shall conform to tr.? requirements of the Uniform Building Code, 1982 52 - 1`y b volume. edition• .y be performed by Certified Welders. i ' �"s r Is and sheet G `' � • N L�1 rw0 SG T SS description job� . / //1/, . • revissi MASTER SITE PLAN 1" - 50.0'11"TO P 0 U n 9 C 1nly' PROJECT DATA & GENERAL NOTES _ I 'A P A b F E S S I O N A L C G� p P O a o -► p N . • AIR DRAWING INDEX 1 i i�28 i - 118TH N.E. • P.O.QOX 1927 • SELLEV VIJ A • 12061455-5236 VICINITY MAP � .., 71— I �-- y s Ir111►It111111111tIrI,IrIr111r iI11111I1111111 1111111 !111111 111111i 1111111 1111111 !111111 1111111 1111111 1111111 1111111 1111111 11111111111111rI1111111t11111111I111IIIIIIIIIIIIIII11111 ♦ , NOTE: IF 1HIS MICROFILMED .. ( ..._._._� 2 3 4=-______ 5 6 7 R 9 IU I I 12 I ____ URAWINb IS LESS CLEAR THAN -- -----•—•----- ------ THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - OE 62 82 LZ 92 S2 bZ EZ ZZ 12 ADZ 61 91 L I 91 S I b i EI 71 11 01 6 8 L 9 S b I- 2 l ariw. �4�1uIIlu11iu111unlnulnnlnnlul►�n1111111IIIIIIIIIIIIIIIIIIIII1111IIIIIIIIII�IIIIIIIIIIIIIII)t IIIIIiIIIlIII111IIIIUIIIiIIIIIiIIIIIIiiIII)tlll!i))L(J)tIllllIli!IIIIIIIIIIIIIIIIIIIIIlIIIIIIIIIIIIIII�II)IIIIII>7!llulLwl111�lllll111111JU1u1111111�I111IIlillilllW!lI1111IlIIIIIUIIIIUII!N , APRIL f . ! BUILT-U(' goof 11Jr2"x4" P{Z.l�'VIM WOTCA Ga EA. E•Np OF EA. JOM*T POR. AIR CIRGULATIOW E I. 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'SII r ( I O U o I ll1 revised FLOOR FRAMING PLAN A P R O F E S S 1 O N A L C O 'a P 0 A A T 1 O N FLOOR FRAMING DETAILS 2fe2611 1 1 STH • • - e • 1 -I > e " - N.E P.O.BOX 1927 BELLEVUE, WA 9600H 206 455-523E� " ' "' I t k"" 153�i ` �7 F' 0* . !1 1111y;1. t 1 1 1 1 I l 1 1 1 1 1 1 1 1 1 1 1 1 Ill 1 1 1 1 1 Jill 1 1 Ill 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 III III 1 1 111 1 1 1 1 1 1 1 1 1 1 1 Jill l l 1 1 1 1 1 1 111 1 1 1 1 1 1 111 111 111 , • , 111111111 { 111 { IIIIII11111 { III { 111111 { Illlill { 1111 i 111 { I � 1111111111 11111111 ilIII11 � t NOTE: I F THIS M ICROF I LME D — Z 3 `..` 4 5 6 —7 - g— Y 9 I Q r I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. — UE 6? 92 L2 9Z SZ bz EZ 7Z I� 0 6t 91 LI 91 51 I' t,I EI 71 11 OI 6 .19-..-1. 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Io B � I 1 X 4.w. b. I _ I � EA. SIDE OW Lx(a o/ INSIpe I - ! �9 A7 I I A I J I \ OF ST u DS w (3 LOG I I I N i lr1 - i / 4 �3c7o � � I ! APr ESE TEL MIEN it 'V�/,t3, P. 0 I M 2x(i MILLED VAIL _-_ _ -- - 1elo - - - � . E4. STAIR 1 �jL1SP, LR` 114 GEILI►�l � _ STAIR S zo'-o" y,!v" ,1 , 3/4 PLYWOOD o/ O K, I1 _ — - to-o too , j = C*vJe. c;r2x4 STUDS— Av 2u 8 J5T5. p. i N � / �_ 3/♦d PL�(w/D. TfZFJ�DS ;� � '� PAIR '� o. h RISEP_5 0/ (3) - z,�12 ST�.It-J WtaDV �ItZ�'bo►ARD — ---- - C.DLG2.ETE SLAB I I 1 101-0 11 10 -90 20'-O" 20' o'' 2o'-O'' -- 20'-01 � d --- --- �":.�U� rm `TA 0 � 11rA Inn inn I n _ � n ^n � I �� r/CALE 3/S"• i'- 0' \Ism) IIIICALE I/S 777, � L�U-T"be,: �0 5 4 3 – ALL DOORS 51-IOn/�l OSI -- — 5 4'- II" 5� I" IU'-c'� r4.TS• IOI•�t� ►x.76, ♦'-(o" _ 5'-!�� 3'-l0� 4'_a� 9'-oa—._ � 1O4 ZL4° I� �� '-2" — !O'-op �'-O" 5'-ou coa P�AO AkE- To --�I� `l, - 4tOt BE 2n MI^IVTB L^6EU.E.G /�SSEMbLtE'� w/ CLOSERS FOU►ITAIW I , - ALL WALLS � STAIR-'s 'I' � '2' A►JD Pf;fal./IETFsEZ v�Ie►LLS I �-�o�� I r+'bR�►�r�l� �JI -- At oF T1�E• SE:RVIZt GvRb S�IALS. 9* 614LAT1-IED LEAPLF- �_' --- — — - - W/ Va" T-'(r e 'X' 4.w.h, Typ, 0 - vE1JoT1;5 �To�'S �' TEL rn MEN = WC�h/IEN EL OF2 AS'7EM�+I.IkS DI�/IDE /1R�►Ii To &QUAL LE•ira T1�ALJ IooO 54.P"!•, Tire. � 5� � F IZr,VIDE / o e �.�� WALL`? = ry x 4wb �n _ LOGATIo1.1 Z r- -- _ i �C6�LIur�S @ - -_ -- - Y _ `` _ - ~ - 0000-- 0000-- - - • _ Is ELECT. .LEVATOR I.�IPMENT UP 20 9- (�� _ Q 0 ��� A;L�[� 4- / ♦150" I --- _ _ - 4-- - r 1 � 3.1 ..t 4' 3" ft 44 411 0000 - I o'- ��_ .L__ a go + Iso" +��►'-U'I 20' o� 0000 - - - -- 0000—0000_-— 0000—_ • STAIR 2 - ('AKTI T I OeJ \•va L LS w/ 2 >< !o ST V� Comm �— o m m PLAN n `-� Lam"' SCALE 1/4"+M 1' - 0" iI4 o ❑ -. ..,._.._....e.......-.. ,..._ issued 305F-FT � sheet description revised LOWER FLOOR PLAN I A P A O F E S S I D ni A l_ C O A P O R A T I O ►V ,` CORE PLAN I 81 - 11 • 22 6Tr1 N.E. P.0.80X 1927 • BELLEVUE, WA 9EI009 • (20F�)A55-523685- 11 STAIR I SECTION A I'I'1'�'illllllli'1'I'I'I'Illll'Ill'IIIIIIIIIIIIIIIIIIIII�ItiIIIIIIIIIiIII�'t'jIIIIIIIIIIIIII'IIIIIIIIIIIII111IIIIIIIIIII1111t�111I111I1111111IItIItII�tIt11111IItIl111I111111IItttIIIt�1111111 f � � - NOTE: IF TN IS M ICROF I LMED .+. - I 3 4 5 f� 7 s 9 I o I I 12 DRAWING IS LESS CLEAR THAN — ——'� -- -- -----�. THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 82 LZ 92 SZ t►Z E, ZZ IZ OZ 61 91 LI 91 SI bl EI ZI II 0i 6 9 L 9 S b E �2 1 ,►u�unittnluulunlunluu�nulnu' �ulnlllunlnnlnlllnll�nllllulluullln�uIIIIIIIIIlU�I11tIIluluJlnI1111IlInIIIIInllllllfllflltltllll►I4111IIIIlIIIIlI11UIIIIIIIIIIIIIIIIIIIlIJ1!►�IJ11I'itllllUlllllJUll�Wt11111111111UllW1llIUlllIII1�1111W1tI1111I1111IIIIlIIWIll11 , r APRiL 26 �. 990 a w� ��KID C e 6 4 3 2 I I _ `,LL WALL SE CTlOal:, I IIII.4� I ;' moi+-ILLT A-10 pok 00T1i14 I f VETAM? EXTE1210V_ WALL --"`—, � • L -� �' �w K 3'-d" IZooF Ac�.E.�L, I�ATC- ,� -- —___.. ! - -----=---- I - -to i'• (i" 'T i r I t01-911 -- -- --- i I kj� : I - t , V-- V pA'TT 1015 L)LAT IOM - - 411 '�✓b 0. •T',�'PE X 4WD nr - 1 G. A / .. x 4 Joll•r @ Ilv ct I N 2),40 J O I STS- I li'IaC„ ! I --- -- GALV. STL�LL Acc:Esy FAbIZIc,ATt ..;- l�j vw x !,11 ,( %411 L i - \ 5U PCO1LTS vitELDLD TO 2'/L' x Vb'I j _ w ST'RI IWc�eR'7 "/b'' 6TE 6 L rC u Q S .1-- 1/t pL�(M/oOp DISI II�SrIDfb 17� ---- - � v!ELDEo To �TW��E�tS � IZ",� - � A71ALIJ To SOLID Woop ploc14IWi, g '/b' x 2 h'' LACI P�OL`I'�j STA I �. Roo►v✓i 1 i r �' --- - -- PRoopra 3x 3''r /4u L'y Aril TO ST�.11JG13R� AlrAcA a To SOLIP fbLoc�1Q J rvr '/e'' LA(jS vw WA��W.S .�► r A7 1b1' -��/8" Pt 'X' �/ I `�u`7P1E►�DED Lai(- Ir�1 GEILIAIL� T - - I _ SIAM , vE;al PL)WooO a/ 'rY 4 D CNr.) -- I - IM�OIIE III E L ESR - _ - _ I ---•� >Zx D Jr�157� �' Ifo ac, r--•� _ - i - _ 0 \ Q - c-- Ave' TYPE 'X' y.W- o� _O ----- --- _ EL,EC r �STAIR i2X t Joi1,T5 E I(o'1� h II i tv( 4 I� -- --- j ,. g/s� 'X' 4 �. � � BTA�IR S I 20'-0' r Lo MILI"EVWL r .. • � a �l �/+w PLY4Joop T'R.i�Dy +�'.{?.1�iZ 5 0/ R�►II; tit � / '�j► � ~I (3)2� It STR�►1lCrEI�S • U� w s I SCALE 8/8 an IIN 9 r I a Id-O' 10 L'1 M tol-O� 201-o M I 20'-o� 2o1-q i1 lo'-q o I _ -- -- --- - � NCTE : 7 ------ - -- — SCALE 1/8" • 1$ - 0" - 6,LL 17QOF17 �rlor✓f�I 00 6012-t7 F LAS AV-L TO 1 20 1111AUTL 7 (� 1.A15ELLL-0 i,'a5t►�(f�LIE:S 4,/1TN GLO'sE'FLS l 5 4 ALL v�ALl,S ''F STAIR4 #I< 14 �#2 ANU PFfZIN(ETCR WALLS 5%t' ¢•'- I1r ' ' ' 3 ` lop in ---4-8 _ - -- `�-c, 2 log LI.4�� �" 1'-21L lo'-c� _ _ c.-c, of TIDE SE�.dIG� COIF -,HALL !�(: sNeAT�t:v v✓ITI� Yb" 1�(VE Gi ',� 5- I to-p ,�- lo'-o''� 4-( it c,1-Ln n 1 r W T u - I I fou1Jg11W '�'r If lklKjkcf DE►JO•TE5 '/t' 4•�nl-ti• DRAFT STo� ASSEM�-IES DI�IpE. Aft TV �- � _ -_- I � N L__� ---- - - _:__ —L LEhi T?1A Ial'hiF'T. � R�1Nr� MEN WOMEN \.., El_ VA'1'"O � -- - -- N TEL. -1�(1 I \ 3� �'' 'r', i'-lo' 3' 9w _ �' __5'-Q" ' el S��IP �`I o - _ 0� AC 6" - _ —_ , - , Lou?1o►J b — ----- rt_ ;9 14 RIM Ira O30 � -7line __ . l — -T 411 3H pN 20 IL 41.0 11i_411 I I I'-4° 1 71 la'-G'I R -- -- - - - _ - ----- -- - L01-00 —. d 8TA IR 2 Il1J��Q�I PA�.T 17•I O IJ W/A L LS w/ 1 x to STUDS PLAN m SCALE 1/4 • 1$- 0" 0 0 issued 30 SEPT PA sheet descri ties 1 revise UPPER FLOOR PLAN I A PR O F E S S I O N A L CORPORA "i 10 N %y � '+ 1 + GORE PLAN ` e ' �. 2261 -'116TH N.F. • P.O.BOX 1997 • BELLEVUE, WA 98009 • �t ;''� '� T � r' 1eo13�af3�••s�2311'3 r.1; �� , +� ���.��� ,,� G � STAIR 2 SECTION 1did- ' . ...,� �•. .._. �Is� .• ..-. ::.........__:..,_..»..,. .�..:..�-a.:y..:� �"".___.. ���.?.. �. .kMP. :?T.`"!-3:L:. ..r T.,...er...•.,,..+...,.�r�tvw � ow + IIf1IlIIII � lI1 � 1IlIlIIIIIIII ► IIIIIIIIIf IIIIIIIIIIIIIIIIIlIIII � III � IIIIII ( IIIIIIIII:I , I , I I , I , NOTE: IF THIS MICROFILMED ►.wear I 3 4 _ 5 6 7 8 9 Mw 10 DRAWING IS LESS CLEAR THAN --M� .— THIS NOTICE, IT IS DUE TO I THE QUALITY OF THE ORIGINAL DRAWING. 13C 62 BZ LZ 92 SZ bZ EZ 7.,2 IZ. 02 61 @1 111 91 SII bl EI ZI II C'I 6 9--.-1 L 9 S It' E Z II"11'x' 1 �r1l�unlnn�uulnn�nuluu�nnllln�ullIII11iII11IlIIIIIIIIIIIIIIIIIIIIIIII;IIIIIJII�IIIIIIIIIIIllIII111I�IIlIII!IIIIII�IIIIIIIIIIiIIIIIIflllllhlill�llllIIIIIIIIIIIIIIIIItIlI1111III11IIIIlIIIIIIlIt1JIl11I1I�11111L1A11111111ll1I11,�11)U1111111�II1111111IIIIIIIUIIIIIIIIIIIIII111111111111 P IL - A R 26 1990 i • E D - C B A F f\10 h — (A10 .A10 i N � I I GOr'IN G ' -- - _- - -r'E�Ef�Mo PLAST'�Ir✓ _ - -- f 9 it ♦ L � �;. �Si �:..�,. 46/..'f,:r��ii '�V•1 .. , .z had,v} ���'/'�1' C4 �yA��. f , i �i s f l ROOF FLOOR i r' 1 �2Ad FGURTAW WALL �' 5 — ii�� a s,r a , a st FLOOR SOUTH ELEVATION EAST ELEVATION T I 2 3 4 �J 6 8 A B C D E I I A10 I I A10 r 447 T I ----- — - � _.� __._ _._..—. ,..-'-•- _.....�.�._. ' _-- .c-x+c�..�..._ ._ ..ca..�._.._-..-._-� i -�•- - - - - - - .3.. - -sem- - lld c ___._____---�__-- .rte►� :...:_ 6 .: `: :° ::d:: 1. w.+. .ra � a-. NORTH ELEVATION WEST ELEVATION C OaG C LSC Vlk=r 0EDN O) SCALE !/S" ■ 1� - 0" 4 7-t9 t I ] sheet description c1 0 o r� o nl a 1 113�1u6d 30 S�Pf �5 - I IBUILDING µ ,, ,. �,,,, r.., . revised EXTERIOR ELEVATIONS 1!8"a V- 0" A P ROFE SS IONAL CORPORA T I i] N y, L "fidIV, E t M' , l r 22E31 - 116TH N.E. • P.O.BOX 1927 • 6El_LEVUE, WA 98009 • 120614-55-5236 - ' � 1' 1� •`t: � I�" -0 W t �. . . „y....;- ,.-._..r,.. � :... ,.. •4._.. .. � :�.9>:�, ...•gn i,is+wMf.5+,.1'A]t w.. h�,.;.,,.. .._..,.;,nV'.5yf•.n•... .. .. i q,;'�)!.9! :.;.lYa+ -..a t'S .`rc-'; ♦ .. ... -.,ww... R.. ••�.» . a: ... — .�,�......_ :....,r. � •"� .x �.: v� ` �.y40p► .. . - .'t: I` �.v,.. ,, <. .. ,,_,_. ., •. {�1+;!I -.. H,., •- l """ ..' .:�"' . .. _ ,_. �r _ _...,..,�,.,. -� ��" • ��ll�llf 111 III 111 111 111 111 111 111 III III 111 III 111 11;1111 111 111 111 111 111 111 III III III 111 III Ill 111 111 1111111 111 111 111 111 I!I ill 111 III III III III Ill 111 Ili III �, � NOTE: IF THIS MICROFILMED ? a -p. 4 5 6 7 8 _-9 _ 10 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO I THE QUALITY OF THE ORIGINAL DRAW I W',. OE 6? 82 LZ 92 SZ VZ EZ ZZ IZ OZ 61 91 L1 91 91 bl CI z 11 UI 61 �9� ` C .I9-- S'•--•' b E Zt 1 son" e11I1111111uIuulllnlu111nuI1n11nitllullllllllltl�1111I1111�N11IIN1�Illl�lul(IIU�lUlI1111IIlUlt1UIIIIIIII�I�IIIIIIIIIIIIItIIII�tiIIIIlII1�ltttlllll�lUI�1�11hIIlIIIIlII11tIIIIIIIIIlI1111I111�1U111111�1L1W11llI�lllllllllJllljllllLll1111111111UlIlUI11J1I111111111IlUlIIlUI1111 ' APRIL 26 :� 990 '0 A oil VIIII.— ,, 10 OIAP -411 NC.-A"Tep 2114) a 4" '*4W 13 A Cl A10 ID E3 r; C7 O 0 0 100 BUILDING SECTION go(* V*4-rc:i 144 42. 1 gop-r t)GUTnX., -0 04?AA ftKUNIT SCALE 1/0 1 0 } �..u' ; '�� 411. p, X11 14bU LJ.',W Z" 442 L?44C f-A 10 V-00P J97125. .v/ QUILT UP - -- I I ~;( 100l"11 4 %,o R.-30 lUf;,lJJ-ATI0VA 116IP15MJ UVO 0AIJ4C-.j?--q, 1-00, W1 WI fVA1t4-,?VV.T WALL. 5 M QCD (Mr= pg=A� N SCALE 1/ 8 • 1 0 VC-It'r. MULLIe.7 ell.-b" WoTg�j V-;o lQe;, 5 u PFt7 e7r e-L.1 F%5 - C LCI. JST.0/1,, a T-4 1 .3 5i K 9.00 F- T L uLA-noQ VC zc(, 6-rup-> / vie" pLyv,/aop Z,4 ,4TUP-7 (V 14, or- 1u1%1MwDF--P lW41MVVALL&7 w/ Vftl4Yrl3D. 44YM V-&T Cr Wq f-A L re P 5/,+ FL-(WOOD ZxL to I'-L V- -WTr7. LX. 19-� F- 7 V-U4'y�5 1 'ar- 6Z 1w.10 L&Pqt:,v- wl -5ii-4P--rol,4 utio PAW 4q e: + ZALUS-4. V-E'Vt--AL T121" 1,c:-Ft6ftP DETAIL III = oil ----�FM7C 1A eworr- 5 1 I - \3 1 DETAIL MU P OB %ev 15TUDS All JIL' FL-f'�P 73 I D t VA LLS I If.'64-y'r C,D. ALL(WCO IVALI&i j(#00 S, oilor- 15 KA KJE:E-P- 400' THE:"O '$TV440 N1I1JC1 w/ 190 DETAIL 0 511 = If - o l l of s it 010 `VVA L L -E:=ION (G WALL SECTION H WALL SECTIO A,9 3/8"= I ' oilA9 1 /201Z If - off A9 1/ 241 = oil (� ry 'u ' •NI wit issued 50 tefl b4 m)"vemt description revised BUILDING SECTION THRU CORE 8ELLEVU A A P R 0 E 3 a IONA L. CORPORA TION WALL SECTIONS 1538 RWF PLAN 2281 - I I STH NAS, • P.0.e0X 1927 0 ISELLEVUE.WA 98009 • 12081455-5236 0�3 OF &"wl ;Alma, 2 3 4 5 C 7 8 9 fo I I 12 'i NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE a? 111? 12 9? rs? fp? ICE Z? 17 0? 61 91 LI 91 Cil t- rl 21 11 01 6 9 1 9 9 b It 2 1 314tow APRIL 26 !111990 . . ago eiUIL'1-U la 404 1H(b - - - - .41 , I I I ? i I I -- � QN_�Z�cc. .lol`v(g I I fo. O CO _I%w_*rw + ----_ �r ,A,�z-r ��11.•.1 t,,� - _ __ _ - -- -- -- - ' I I , I prt�' INbt11.r•- -- I N i GF IA 1.11�t: Soo-75 �Lo I RI I j ••� �j1 NO`-Y�� a'J �J� I � p I t3 I I y 1 I I � I I I :' � _CCKT a�c.T_ - _J �` b Cd a4 N -- -- -- I I ' em a. Ab Pae - I - e WALL SECTIONS a.l.-�. Vz,' ( a 1,101-Ph: FLA-gTIG A9=11"^0I -( 1JU1A6 947 AM rep. Pt_AST1G ��R�►.1ir1..tT'�� ILjC. Y 1 I S �S, �f issued 3o WT as sheet description revised WALL SECTIONS A p R O F E 9t S I O N A L C Ll R P O A A T I O N p BELLEV1J , W 1538 � � 2281 - 11 STH N.E. • r'O.BOX 19R7 • BELLEVUE,WA 9F3009 a 12061488-5e39 11111�IIt1111111111111111111111 1111111 IIIIIII 1111111 t;lltll 111111)I �1111111 1111111 111 111 111 t11►111 (11 III 111 III 111 III !11 III III III III III III III III III III III 111 111 III " ... , I I a I11IIIIIII11111IIII ,IIIIIItI NOTE• IF THIS MICROFILMED rt...:.,�.._ ? � 5 6 7 H 9 I Q I I 12 _--- DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF TFC ORIGINAL DRAW I NG. OE 62 8Z a 92 SZ bZ CZ ZZ I? O% 61 91 L I 91 91 V I C 1 21 11 01 6 I9----'-- L -I9-- -' S b IE Z 1 Son so I �minnlu111 _I III IIIIoil 111111nllIII n!ImIuNI1111I111IIII11111uINull:nitlnl)�nllu111111h1U.IIlUIIUlIi1!1111�IIHIIIntIIIIttIU1111►1Ihfii�lll!IIU1lIIIIIIIIIiIIUIIII�I111II111I1111W11�I11)IIW�1LW111111W1t 1w1WUu111W111111�1illillll111lIUUIIIIIIIIIII111JI1111 i PR I L 26 199Q SU. 1 s I; 1 ; i, ` g 5 4 3 2 8 6 5 4 3 2 I I TT r � 1 � 1 t 1 . I O O C) O O O 0 O 0 0 o O - — .. _ — If i I I I t'T_ t- ZZ, - 1 U O o °t0:1 0 ° iE _ - 1• t 0 0 0 0 0 0 1 c� 0 0 o _ rL 0510 7_7 w4 I O c O 4 p -. O O -- ° ISTAIR ' ° �� � EEB''T"A(R I:_ - L 9Lr`. - - -- -- , --- u v 0 0 STAIR: - - --- — ----- ---- - -- - - - AI ' -+-- { 0 0OE -- . 1 I 1 7 I 7 I UPPER Q G R F L QM R MMiG9L aZcj=g3© . i SCALE 1/811 i1-0° SC.`LE 1/8 Its I' - 0° ARS, �� ° 'F ,.:, � ,• I . . ��� issued 3c 56P'T' 95 et�e�et description BUIL DING' r +�' "" revised REFLECTED CEILING PLAN / LOWER LEVEL / UPPER LEVEL a. Q F E S I 0 fV A L C O A P O q A T 1 O fV r >. 15Jt1 r%_\) 2261 - 116TH N.E • P.O.BOX 1927 • BELL_EVUE, WA 98009 • 12061455-5236 + Y .� ��� O�► ^,,*. � • 4 .- i ii. _.�-..,r,,..,' - - - ^SM:"A"'I9'. rl •.t .. - -+-_ __,. =:c." _.., _..-. _.-..+.« ws—aV.r . ��i�•. ... iJ IIIIINIIIII 1 Jill 1 1 1 111 111 1 1 1 1 1 1 III I I Ili Ill ► 1 1 1 { 1 1 1 111 111 III 111 111 111 �' - - ` , x111 ► 11111111111111111 III � IIIIII1 � � 1i1111 � IIl' IIIIIIII111 � 111 � 1 ) � II � III � Ill � , IIIIIfII � I I � !J � 2 3 4 5 6 7 13 9 10 I I 12 NOTE: IF THIS MICROFILMED 1----- DRAWI14G IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL =_ DRAWING. 1Z 02 61 of Ll 91 SI bI CI ZI I1 01 6 9 L 9 S b C OE 6Z 9Z LZ 9Z SZ bZ EZ Z%. �+n�u1111u1�un11n1�11nIu11�n�11uu�uI111111�INIIHIlI1111I1111`INIIIUI�IIII�11.11�IIIIIIIIIIIIII�Ii)Illllllh}I�IIIIIIIIIIIIiIIIIiIILIUI)It1�1ll1�11L+II1r111n1{nuluullllllllulll11II111111ii{I11iI1it,lilllflliltllll111111�1WIlill�U1111W�ll�lllllilll111lllllltll111111NIIWIINI 2 APRIL6 1 90 , a