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7440 SW BONITA ROAD-4 4 1 . 1 All asterMls and mortmenship to conform to sM UntfMa DOWcode. IB E ENtIM, State of Oregon and local repletion. (Latest Editfen Ade►teddl. M 2.) Design Loadsn Sear load. . . . . ,26 Oft.P. I' WNW load. . . . . . .W sph-Exposure 6 n 115 Ga e51 ' D �� 0„ Selsmtc lead. . . .U,B.C. Lone 2 (2 - 0.376) i All sufpeeest sjare to rest on firm undisturbed natural soil or sngtneared ftll reptile N of 6, 11.2.000 paf. (Reference: Northwest Testing Laboratories Bspert 41utd 1. ) All requirsd fill to be of clean free draining material with no organics. Fill is be placed and compacted aer the above referencsd report, w 6. ) All ccncrete to nave a design strength of F'c - 3.000 psi at 28 deys per U.B.C. 1 Sec. 2601. A. ) Concrete slump shell not exceed 1". 7.) Astnforr-tng steel to conform to A.S.7.14, A-616 Grade 60. B.) Detailing and placement of reinforcing to conform to ACI-11P. Splices to be lapped 36 diaaaters or 2'-0" mtntmra. --- ------------- All corners to have A x 2'-0" x 2'-0" L-hers. R S S. ) Anchor bolts to con'orw to A.S.T.M. A-307 minisnam. X 10. ) All mtscallaneous steal to be A,S.T.R, A-36 (Fy - 36,000 psi) . Fabrication and erec- vtton to conform to A,T_S.C. . U.B.C. , ind other applicable codes. All weldtn to ba o done by A.M.S. corttfted weiders and shall conform to A.M.S. , U.B.C. , and otger ap- -O EXISTING OFc'u:.E Ak.6A plttable codees, 332o FT L' w ro 11. ) Pre-angtneared steal building to ba designed in accordan%� with N,B,M,A- code. Shop Cl drawings an to bear the seal of an Engimer registered ro the State of Oregon. _ EXiSTIN4 WRRfHVUSE 12,) Foundattcan ion design `s based upon information supplied tIy � ha building manufacturer. 61300 PT n" �9 Company. C t3.) Contractor to vertly anchor bolt layout and details with manufacturer's drawings Dri- Z w ar to Placing concrete. Z Z 14.) COIRMCTBR TO FIELD VERIFY ALL DTMEMSTpK NO SiTE CI1 ITiOMS. NFIFY E116IMEE11 OF U SIONMAMT DISCMEiv1MCIES. L Z Q Z UJILLA z Z z _ I � LL = � 01 E% 15TRN ING MIACAG4 TURINAZEA azm moo RT` g a LU sl W cc i NEW 3O°0'0" NEw lo'xlMRN bWPL o` ar+o F X Tia 3'-0'�x7`-O� j S._ IcPR VID9 SEWERSTUQCoRFUru0.E 4l FUTUR4 RiifRiM/ny� ' ` -1 y REST ROOMS - USe EX f6 STV3 TO q — MANOOgsI 1T nnAuuooR � I �E` EXISTING BUIhDINGS ARE AruO �! r NSW ADDITION IS To BE E4111,11PPSP 0 !t WIT" AN AMROViD AUTOMATIC FIRE E%TING1.1I5HIN4 9YSMM TNROUGOOUT. D �rr O (r NEIN WARCHC>UStc \ BONING - IF A 20,000 GTs- \ OCCIAPANCV GROUP - g-2, W O CI CONSTRUCTION TYPE - Q-N99 co U. � Butt-DiN G AREA . ExISTIN G,- 24, 420 FT~ L IC NEW - t0,000 FTs' < O �\ TOTAL. • 44 ,920 FTL T J ALLOWABLE AREA : UNLIMITED Welc 50&(b) * W l 'AALTER EY.ISTIN& STR0UT11 IICTURi TO 6Wt4T W Q .d � r 3!dW'1L0•• TO VROVIDE R6QUI1tED i0' YAIiD6 IF Mail OuoR Ng4S APLY. ® � tea a-s'AIO CI)4 t)00%4 o O i --- - � R .,r r ------ 20CL 0" — --- � ol>` S , �E �2k -�F�1, r'nA`P ���+� Mesa so fu-; 1 4 ' J srH O FLOOR PLAN t cI_r� yr 1f1e" to 1 •-0• SA�� N co. D W(3,NU. 1 �5 . 1eNS"iN +M yY0 .VIII�.O�p, eao s w► lrli � i iii iii iIi iIi iIi i ii iIi iIi iIi ihji iIi iIi iIi iI� iii iIi IIi i i iIi LII iIi i i iIi iIi LII i I IIi iIi iIl i i i i i I iIi I i ill iIl iIi NOTE: IF THIS MICROFILMED I I I I I I l I I 1I I I I ��LI I " i1l I iIi I Lil{11I1 iIi I iIi I i DRAWING IS LECLEARTHAN THIS NOTICE, IT IS WE To Ii�ikileir � . . THE QUALITY OF THE ORIGINAL p-T—I ����� DRAWING. IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIJill III IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII Illllllll r«811 IIIIIIIII IIIIIIIII IIIIIIHi pllllui Imlllll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII IIII IIIIIIIII IIII�IIII MAX 22 91990 2 M 1 N EA►S T, M A N U FA cru RC INC. A R e A 6xI5T, copic r__EvIn Ex►��r . �i GRAD1i BEAM - SEC S TOP N O T41" Q Do Wil.S Aa4L FOOTING ANTSIT ION I TYpsG -i PLACE�y 0 II SIM. tO `t T i _" -� r --- -+ Z C { Z I � L jr z I ° w I T,I -t I I w IG RAGETwl ( -- d - SrEM ALL I I1� �i TLN EXIST. v . =1�41.� `,SEE L) hAA LOOR rL L4 0 t i - ----- ; Z , 5 I a 1 I I 1JJ V �" I i I! I I + -^- C4l�STRUGTION �COINTp.O{r. JCi1W'C'S I D M t82® MA-41'I�.C. 6a�A.INAY �j � d cn _ __ -► U CONCRETE FLoo st SLAGl *4 13 S a 3Z" 0-c . i 1 Q •� 4 I -A. wow (wrrMAT �" CLEAR) AROYM MINMAWu OF Z tiI i �." 4�t11V�4 8 RS E 1, I 1 $1 Flvibw co m" ,� see `'+� I cn 2 - - ' --- I II I I 1 N r w - - i 1 1 I I { I I ! { L�... L rr L,�, J L ._ L� .1. J L-r w r J I -- f -_ - -- - - TY G iso 210 R FOOT IN6► r 0 i 1 SE a t7 co I EN 'w Ll, LUIIVIN TYPICAL.L. 1 PL 4 6FSr + �FOoTI N TRA+v s +TID1J � J TYPIC:5 CIE '4 A`E:S g EE � 0 III -► III r� �"" 0 1I - 11 '� z II SI�E OLACE45 LuMN COR R G tItMN I i �, 5 EI A $ I , l� TXPlc. L s�4xL=73'� tiAl�{ N -SE.k `../ STEM WAIL SE1� 1 TYPI L 2 Lr es 11 1 o ~ I CL d 0 FOOTING STEP- `y1=E alb� a. STOP w+L1t�,H # PaONIpE Z � � � L3w3014 LIP PRpTs4TioN 1 It p � 1 Q O.H. p4�0itSr © i ! -a 2q -a 2-6 25 zs-� to z4 It .I ..... 2S a" �' Zoo'-o'' TO $. t " 0 � tdA -j— re _._�._________ _ k Zoo 3 " o. o_ cow . p it z 3t 00 LL ~ FOUNDATION PLAN woo 5EE DRAWIN4. NO - 3 FOR DZTAIL5 1 /A' to 1 '-8' SCE' DRAwmr. NO. �1 �`OR FOOTING GLf�VAT1�Nt�jr �, P�j � VERIFY A. 13. 171 6MSIONy 09TA►lLS W1 MFR . 0MAWl0liS slsto � ollr�ett � CpL ST 22, R �'� CO. .,. ��' -' ..< f1,.+.>.-.. .. •h�77.i� .. � � .i. wp;-. ..anal^4��.. .�Y r.•�Y. ♦ �.'M -*�• I • . ���'p}�!+�x*' hlRr ,.. r M.'•'�M'�.nr, .. ..,.w '.;,�','r Wbm ' ... .+.�..�-.-.�•. ...•..wMu.o.�7nra 3.e... ._.rte,.-. Ih� . � � I�IIiII III III IIIIIII I�I`IIi Illilll IIlilIIIII III IIIIIII IIIIIII II � iIII IIIIIII Illi ) I IIIIIII III�iIi illiili III I I Iii illlili � i � ! Iil,� li � ilililil_i ilili � i IIIIIII IIIIIII IIIIIII ..__ 4� f S NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL Z Z 8Z GZ Z 4Z Z SL Z IZ 61 HT GTl i T 1k i �'i I I T I 8 8 L 8 4 ► £ Z i t 1�11 cpAwtnx,. MAY 22 r IIII fllfllllllllfllil Illlfllil IIIIIIIII IIIIIIIIIIIL�IIII IIIlfIIIIIIIIIIIII IIIIIIIII IIII II I IIIIII I I I II�� ��,! I I IIII 11111 VIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIII II 1990 ENUW4LL- 1 '-Q�' PRAM L FTGI N ,MAME F1 d, - - - K -Prrlti �bAY '`��-��►� ��CX.- S► 'G, GUt, SPL WAX 5 __- — - FI N Ir,,pN FLOOR!L Ole 41 IL-"O'D a At.COOL.A + � AL \Ne o HA ikP IN ISAI� CORNER COLUMN A SIDEWALL COLUMN B EN ^ sNALL COLUMN C - - -- INTERIOR COLUMN D TYPICAL ANCHOR BOLT E z ANCHOR BOLT DETAILS - STEM W kL 1. _1=-q l' ,;q ' 2 ia+t�A Dt lS E A M 1 1 /2• t o 1 '-0' '3L o C-- OD LAJ QA KS @ 2-2 - Q Z �X 15TfM6 �1.� 0 _ 1 ! _ iQAIZS a 32"0.C. 6A.WAV C -;3q 1(CONT. ttOR .BAR 5 -CONT. #A f\1 �. I ; LJJ - i GQALr5 13EAM ..� ) - --m z • O fifi � V6QT5 ® 12"4.t. v i � « Woil � W IZ CA.1A1'.AY06 U Z xCONT. - W '0 INTERIOR COLUMN 3 TYPICAL GRADE BEAM 4 OR. BEAM at EXTG. BLDG. 8 a 2'-611 NYs 3-G3NT *-4 ;N " STEM W A LA- 11TH ► ------ -- +.{ STEM WALL 1 FOOTING TRANSITION 2 iL c ) ly - c TYPIZAL WALL. REINP. �,.,. 1, 11 W. k 22 OEEP PEDESTAL. _ IE31lx is" Dt STAl- CZ w) -q xl2�PEDESi'/1� f M I�I� !s-�(� VER'T1; W�12'° +�4�?'1-fk !1 �1 0 Oman #amp w -q- (r VeIm W I-I'% i W� (r- 10 VERTS Wi12 00 HK 4w a 6 0.4 Hoops a b"t ox. *A NOGP S e- 14" tO-C. *A H COPS !tk;,v.m. -► a cc Ci --- ► • j �• WALL REIMF � SEE ALSO ' " -�1 c) kTJ41 -� aK" Q � Q 1 t. 6 ,.. - .� � O f I 4 IAING. FDCTImG frig IN6. tz 0 1 0 0 < IL GOVT x 1'--`I� r � 2�-011 ' _ VICIxat 2-�xZ-B 1�_O10 ILp1, (�0" I�IQp �` NTS I+ - -- - - � 11 /1 11-1D11 Z' _ FOOTING STEP 8 Z � I� 2 Z-L s" (x 2:z ENDWALL COLUMN 6 SIDEWALL COLUMN T CORNER COLUMN 8 LL . 1111 8510 r- 71 7G S1 14f Fj, O ► • _ 3-IJ4 BARS EA- WAY CONCRETE DETAILS NSTFUCTION CO. ENDWALL COLUMN 10 rvo-t utrffV 814` 10 1 '-@* � _ Illilllllllllll IIIIIIIIIIIII I IIIIIIIIIIIII � IIIIIIIIIIIIIII IIIIIIIIIIIII 11111111 1111111 1111111 III �III IIIIIIIIIIIII I IIIA 11111111 Illl � lillllll 11111111 1111111 1111111 VIII I - NOTE; IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN --- -_ - --- --_- 1 - -` --I - - -�— '1 THIS NOTICE, IT 1S DUE TO THE QUALITY OF THE ORIGINAL DRAWING. MAY 22 Illl �llllliiiillllliiiiliillillilillliiiiiiiiliiiiiiilliiiiliillllllillillllllilllllillliil�lilliiiliilllllllllll,� Illillllllllllllii II I��►�i���i����� II � I ,��� Ilillilllllll I�Illi�llll�llll�liilillllll�llllll��� lillllllllill�l��l�ll���llllllllllilillllllliiiilllllll� llllllll� .►��i��ll 1990 It !� PROPosi_D_ADOI_TION EXIST. 6u1LDlN4 � (PRE-ENGINEERED STEEL PRE-EN6•INEkRGD STII;fiL) I IF12 = N ROOF S`(6rEM PER MANurALTLJQCR 12 ----- -- ---- - - Ih �— -- T- ' ItEM4vE Ex76 4U Ri4 1 a TIC NOW R001' TO 6ILT6 l nA� W/WGArHERTIawr SEAL . Ll (y L; TIENEW STIkUtTUP_At.FUMC - — � 3TEEL_ FRAMES t ZS' 0_C. TO EK T6. Pi;k Aav%w6AN' r q �1 Dwvs � 3 ! 3;S G'��NOM iW AL V 3 fi �S COLUbW W I (TMLi IP " ) z dl 4 3 J In _ a O tn N 4 , w �1 • r i II• STRA VaHT (AL. w Z Q T � � II Z '�Y J ILI al) W O ,.�Y,;. o - �, -. - ... W U < qd N .:�.. - L F R W BUILDING SECTION 1110 to 1 •-0• LLI z NEW {I^� EYISTING� � uj 1 2nn = MATCH EltraSt" 00std MATCN ftiTf, itDlNG ' 1 iij EXIT OOGR Lu I_ Z * PiEFAO l.0JbiN4 ¢ STAIRS I � � - I. _ . _. -- - - — — .__ .. __ . . --- - - -- `- -- .. _... -- -.. _ ._ _ .._ __ _. -- - w WI RAIL Z Z Z Q `-------''--- CON .-b7AifS w( P�E�RAII_ H-- - - _ O FOOTING ITIGrN �. T?ANSI TION TA MATLIi �f3.O P. IiS.1i '<?A'L4N . (� - - — — — - ( --J S'3MIM f se F+ �` ar Tdn COQTIN4, 6LBV. ISQF 1'D 50' LENGTH -�''11 ® J Pw c. �jIM. TO ( Q i WEST ELEVATION EAST ELEVATION -�// Q 1I6• to 1 •-0• 1 /80 to 1 •-0• Mi 4 G z EXTG+ OUILOIN6, %ky0ftV Otu w I I I NCW MSTAL TIDING, QOA►IN4 j I id TO MAT" smsriN61 i „ i I , ; I I i J i i I I PitOYIOE OOW NSPOUIS oZt't — � -_- - `, OR POR MPRLR6QUtR6MCNTS � I ` __ _— — _ _ __ _.. _ _ _ PENS l -- B O.' 111.b s40' LtA/LTN �POOTIN 9T4P t! O_P. 11L 1 artllti'LiNLT11 M a-r•-�� -- -- -- Q.O.P. Ii�AI •40' L:W6Tk m.O.P. I'59.d s 4O LtN6TN Sfc i SOUTH ELEVATION sib n.� oo. D W D.N O . 4 tis• to 1 •-0• TA �`..... 1NNW ' III III III III III III III I II III I�I III� IIi�I III I�I I�I I�I I�I I�I I�I I I III I�I III I I III III III I+I�I{IIII III III I I I I I I I�I I I I�; I�I ��J ILnI I�I I�I I�I I�I III I�I I�InL7II NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL S L L LE L CL ►L CL L li L T t Ll T 1 T l Tl 1 O B L B 2 ► Q O l �, DRAWING. uu uulu�uuluu ullluu uuluu mduu uuluu luduu Illlluu uullPuu uuluul,!.m uuluu 1,111111111I1ullm uuluu Imluu mlluu mdull uuluu mduu ullluu uuluu uuluu uuluu uuluu uullul uuluu miYiml. MAY 22 J990 � � 1. All Imatertalst and wr+llma11thip tie c*hferm to U* Untfarm Wrt O Cosh, 1981 Editicros, State Of IMPOW and 10", "llittons. (Latest Edttten a04ptedd 2. ) Des tin Loadw b" 104W. . . . . . .2S 0/ft.2 � 51 '-pas li"!nd 1tad. .. . . . . 80sap* 51 -Exposure i ° Sots ote lead. , , .U.S.C. Ierse 2 (Y 0.375) 3. 1 Al foot If are to res: *n firm uAdtsturbsd natural soil or eogtimorod ftll capable � of mmwrAt 2,000 's t. (ft ferllence: NortPws t Tes t i nq Laboratories Report dated Jwse 6, 1904 � 4. ) Ail roqutrod fill to be of clean, free dratning material with no organics. Fill to De placed and ca "cted per the ab6ro referenced report. 5. ) All concrete to have a des tyn strength of F'c - 3.000 psi a t 28 days pr►r Il,g,C. i Sec:. 2604. 6. ) Corscrete s 1 umsp shall not exceed 4". I 7.) Aei"nforchsg steel to conform to A.S.T.M. A-615 Grader 60. 8.) Detailing and placement of reintiorctag to conform to ACI-318. Splices to be lapped 36 dtamseters or V-00 siltntmurr. All corners to have /4 x 2'-0" x 2'-0" L-Bars. �e 9. ; Anchor bolts to conform to A,S.T.M. A-307 minimum. x 10, ) All miscellaneous steel to be A.S.T.M. A-36 (Fy r 36,000 psi). Fabrtcatton and eroG- U tterr to confers to AJ.S.C. . U.B,1:. , and other applicable cedes. All welding to be EXI SrtNG OFF"tGtF AREA Z loft b A.N.S. certified welders and shall conform to A.M.S. , U.B,C. . and ether ap- pltcable codes. 0 3320 ter '` 11. ) Fres-angtneeswd steel building to be destQnerd to + ccordanre wttlr M.B.hI.A. cods. Shop drawings are to char the sroal of ars Engineer rey tstered two 9% State of Qregon. 12. ) Feundatton design is based upon information supplied by the building manufacturer, - — Ile EX kS (v500 ING T s9_i N(3USr� Amserh:an Butldtnf Cempapr. 13.) Contractor to verify anchor bolt layout and details with manufacturer's drawings pri- � L ho or to placing concrete. Z_ 14.) COIITRA1, 11IN TO FIELD VERIFY ALL DI 1O4 AN SITE CMITIONS. NOTIFY UNINEER Of 0 NITFICAIR BIIEl�AMClES. (� w L Z LIJ a z 1 0 Z O � LL 5 QQ a E1( 15TtNG MAKIUPAGTURIWt„ AV-CA 0 c�3 0 ?A,Q O O FT, dO LAJ .1 Lij re I NEW 3V'%70 j MAN 6WK MEW 10`0Dr OND EX TU 3'-4�"x7`U" \ \ TuttsRan LA RQvlpt SE � S -IR Fr .� REST Rooms - IASt Gxr& STus z �1�VI+40.�D4D1� N1ANDOOR" IU T . 0 EX15rIs4G BUIL4>1NG5 ARE ANt) W If N6W ACDoN t5 To of e4u1ppaw r \ \ WITFf AN APPROVED AUTOMAhTIC, •O RIME EXTINGUI514IN4 5%,f5T1EM �... Ili ROU GOO UT. Oil �\ �\ 0 4K n . NPaW '.�t/�RCHCyU4E `� 0 20,OOA i=T s' \ ZONING T-P 0 _ \ 000UPANCY GROUP - 2, ' W CONSTTACTION TYpE - V-N co BUILDING ARBA - ExIST+A: G • Zq, g2c3 FTz z NEW - Z0,000 FTL � � 0 � TOTAL 4q , R ?.O FTs' ALL0WAQLE AREA : UNLIMITED (U13C 501. (b) X OALTER EXIgTIN& STRUC,TURfc TO sown4wevr � W UJI z 3=tJ'"x ?'-v" TO PR0,V106 RISOUIX60 bO` YAR-D6 IF �**��r►�" 45 0 MAN DUO Q, ` N v.$44AFXY, CEO L." 1\, "I. . W - 0 lora,- o" LIZ D C(J9 T 21, R. PE�'� " J-t r-rer FLOOR PLAN ------ -------_--- 1 / 1419 to V-0" S. QWQ .�O . �� CO. 0"W& 790M .?:1% wawa -""°x�i , x .. ._ .. _.,__..-.» ..._ .r....»,.......+.�.•.w-•+v.-.r.r�r.r'+w...,.r�W�.r.w.+.+...r+-r..www�w.IR,.w y, .......•..-.w... III III IIS iliiill III III I I 1111111 IIS ISI III III III Ili Illllll Iii . II ilili � l III I I IIS III SII III IIi iIi NOTE: IF THIS MICROFILMED Si i l III iii IIS iii Ili ill ill � ililll Ill 1111111 III III 111111 I LEA I THAN �- _ — - --- y - ---�- - l ---------- - - - - L --'-- ---�-- -� DRAWING IS LESS CLEAR THIS NOTICE, IT IS UUE TO 11 -{ BII Z11111illLllZllll11111 ZIIIIIII4II Z(IIIIII,►ITII'LI-IIIIIIIZIIIIIIIIIZIIIIIIIItI L111111111Z111-1_11161111- i- - L �9'THE QUALITY OF THE ORIGINAL DRAWING. �111-711111111ZIII i ''�1--- ' �eI 111111 III111i1I II,I�IIII IIII I Illllllll�ll!I�IIIIII11111iI1 iIlfl�lil ll1111111 llll�!�II�IIII�III111iIIlIII111I��1111IIllll1111111111111illlll�lll �� AYM 22 1999 R E NUW A l.L 44VAME -st FT6. 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IL4N STEM WALLA FOOTING TRANSITION 2 END WALL ►4h" 3 T1 -Y--- t W t' �M�les r - r _.. _ .___ •-- 4c TYPILAL WAIL REEMIF. 12"W. x 22 pEE.P PEDEsTAL. td"x 1•"P'E09 STA L t 12"x12" PEDE'ST�i�. W� is-0(r VERT6 WIall IfR w WI (011b VERTS WIt2"x400HK I �-� V1EIM W12"%gOwHK *Q ►+dUPS 211` t4.L. E *q H006`zx R 0"t4.G. I w \ LONT. 1i 012: �. C) WALL RFtws SELF ALSO ' U. �. > ep 0 z p l.t?A1�._ SOOT 1 N G KiNF_ � , b t O sic t-- sum tu J. _-= �... LON1r R"f'61 42iT lai ; 1.;+►q x t'--�.'� 2-O ccC) �! O I�o,T DOI � 1'o►, 1I Ia, �" �Ol�le � QI_bl� 2" FOOTING STEP S z o ..t,,, - NTS I I �- 2'- v$") ENDWALL COLUMN 6 SIDEWALL COLUMN 7 CORNS LL. R COLUMN 3 PRI 8514 � � N 1110 �- fG ORtdtON �� 3_t§A BARS EA. WAY CONCRETE DETAILSE CO. Dwamo. p ENDWALL COLUMN 10 NO-T L�4E9 0140 to V-06 *lamp •..•K.. al .. �'—" � ta!1� fi Illti'I�1,;1�'1��'A� '.r,.. •• _ 'r"•;!n!�wi► ..«..k '"'�_ "'�'- T :�MMtt�.--.:iw .."` vie.�.+•�_..._.. •+*e+�aiwo.P+.n•-. . 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