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Lewis Street 31 2'-0- 12 CLASS A RATED FIBERGLASS SHINGLES �4.5 OVER 30 LB FELT 1/2" PLYWOOD ROOF SHEATHING FASTEN w/ 8d COMMON WIRE NAILS PREFAB WD TRUSSES @ 24" 0/C ® 6" OC EDGE AND FIELD. DECREASE PREFAB WD TRUSSES 0 24" 0/C SEE STRUCTURAL FOR DETAILS TO 4" OC WITHIN 4'-0" OF EDGE OF ROOF. SEE STRUCTURAL FOR DETAILS STRUCTURAL DETAILS METAL SAVE DRIP 1X2 OVER 1X6 OVER 2X4 WD FASCIA NAILED TO 2X4 OUTLOOKERS NAILED TO R-30 INSULATION BEARING � WD BLOCKING 0 TJI ENDS _ ELEV. = 36'-11"± pL R-30 INSULATION HURRICANE STRAP PER 5 TYPE "X"GYPSUM-BOARD CEILING 5/8" GYPSUM-BOARD CEILING CONNECT OR SCHEDULE SEE IFT �b (TYP.,) VINYL SOFFIT W/ INTEGRAL 4" VENT PRICE HARDI--BOARD CEMENTITIOUS SOFFIT W/ 4" CONT EAVE VENT W/INSECT SCREEN DOUBLE 2x6 TOP PLATE ® WALL AS ALTERNATE R-30 INSULATION DOUBLE 2X4 TOP PLATE 2X4 OVER 1X12 TRIM BAND WITH SOLID WEDGE INFILL ALL TRIM =PT WD OR HARDI-TRIM PTD BATT INSULATION TYPICAL AT _�_ 5/8" TYPE"X" GYPSUM-BOARD CEILING F ALL EXTERIOR WALLS AND BETWEEN FLOORS 0 0 2•-0in I 5/8" TYPE"X"GYPSUM-BOARD OVER 2X4 WD STUDS 0 16" 0/C 12 W/ R-19 BATT INSULATION INFILL 0 C A55 A RATED FIB RGLASS SHINGLES 4.55/8"TYPE"X" GYPSUJM-BOARD OVER 30 LB FELT (TYP.) 1/2" PLYWOOD ROOF SHEATHING FASTEN w/8d COMMON WIRE NAILS CSD 6" OC EDGE AND FIELD. DECREASE @ TO 4" OC WITHIN 4'-0" OF EDGE OF ROOF. �pFSE STRUCTURAL DETAILS ,b, �>> 5/8"TYPE X" GYPSUM--BOARD WOOD BASEBOARD WOOD BiASEBOARD (TYP.) r` LEVEL THREE FINISH FLOOR METAL SAVE DRIP Y 16" WD FLR TRUSSES 0 24" O/C MAX � 16" WD FLR TRUSSES 0 24" O/C MAX ELEV. = 28'-11"± 1X2 OVER 1X6 OVER 2X4 WD FASCIA SEE STRUCTURAL DETAILS d SEE STRUCTURAL DETAILS NAILED TO 2X4 OUTLOOKERS NAILED TO 1 WD BLOCKING 0 TJI ENDS "MM BEARING 0 ELEV. = 27'-6 1/4"± R-30 INSULATIODN R-19 BATT INSULATION HURRICANE STRAP PER UPLIFT5/8" TYPE"X' GYPSUM-BOGARD CEILING TWO LAYERS OF 5/8" TYPE X BETWEEN FLOORS (TYP,) GYPSUM BOARD CONNECTOR SCHEDULE, SEE AT ALL FLOOR/CEILING ASSEMBLIES OR ALTERNATE MEANS OF ACHIEVIN VINYL SOFFIT W/ INTEGRAL 4" VENT DOUBLE 2x6 TDP PLATE ONE HOUR RATED FIRE SEPARATION DOUBLE 2x6 TOP' PLATE WITH SOLID WEDGE INFILL BETWEEN FLOORS (TYP.) (TYP.) PRICE HARDI-BOARD CEMENTITIOUS SOFFIT I \'- W/ 4" CONT EAVE VENT W/INSECT SCREEN ALL PENETRATIONS OF THIS ASSEMBLY -7/ MUST BE PROPERLY TREATED WITH AMPERS, WALL AS ALTERNATE COLLARS, OR SEALANTS PER THE STANDARD BUILDING CODE 2X4 OVER 1X12 TRIM BAND ALL TRIM =PT WD OR HARDI--TRIM PTD VINYL SHINGLE PANELS VINYL SHINGLE PANELS o Q o APPLIED OVER 15# LAPPED FELT OVER 1/2" PLYWOOD SHEATHING APPLIED OVER 15# LAPPED FELT OVER 1/2" PLYWOOD SHEATHINGI I 1 r OVER 2X6 WD STUDS © 16" 0/C OVER 2X6 WD STUDS @ 16" 0/C aD 5/8" TYPE"X"GYPSUM-BOARD OVER 00 (105/8°TYPE"X" GYPSUM-BOARD,---- SEE STRUCTURAL DETAILS 2X4 WD STUDS INSULATION INFILL (TYP,) SEE STRUCTURAL DETAILS W/ R-19 BATT PRICE HARDI-BOARD CEMENTITIOUS SHINGLE PANELS TO BE PAINTED PRICE HARD]-BOARD CEMEN71710US SHINGLE PANELS TO BE PAINTED AND PRESSURE TREATED CEDAR SHINGLES AS ALTERNATES AND PRESSURE TREATED CEDAR SHINGLES AS ALTERNATES 5/8"TYPE "X" GYPSUM-BOARZD 2X12 FLR FRAMING AT STAIR ZONE DOORS AND WINDOWS SET SUCH THAT FLANGES ARE NAILED DOORS AND WINDOWS SET SUCH THAT FLANGES ARE NAILED (TYP.) TO STUDS THROUGH PLYWOOD AND THEN SEALED TO PLYWOOD WITH TO STUDS THROUGH PLYWOOD AND THEN SEALED TO PLYWOOD WITH BATT INSULATION BATT INSULATION TYPICAL AT �_ A PICTURE FRAME OF SELF-ADHERING BITUTHENE WRAP A PICTURE FRAME OF SELF-ADHERING BITUTHENE WRAP TYPICAL ALL EXTERIOR WALLS3 AND BETWEEN FLO RS ALL EXTERIOR WALLS AND BETWEEN FLOORS FELTS THEN LAP OVER TOP OF BITUTHENE FELTS THEN LAP OVER TOP OF BITUTHENE2x6 P.T. SHOE w/ SEAL SILL _ TO PROVIDE CONTINUOUS VAPOR BARRIER TO PROVIDE CONTINUOUS VAPOR BARRIER 2x6 P.T, SHOE w/ SEAL SILL FOAM BETWEEN SHOE AND SLAB FOAM BETWEEN SHOE AND SLAB 3•_4y2•• ALUM FLASHING OVER TOP OF ALUM FLASHING OVER TOP OF CONT TRIM BAND - CONT TRIM BAND COMPOSED OF WD OR CEMENTITIOUS TRIM COMPOSED OF PT WD OR CEMENTITIOUS TRIM TO BE PAINTED WOOD BASEBOARD WOOD BASEBOARD WOOD BYASEBOARD FINISH FLOOR L TWO FINISH FLOOR Fd , ELEV. = 19'-6 1/4"± ELEV. = 19'-6 1/4"+ . 16" WD FLR TRUSSES CSP 24" 0/C MAX r� 16" WD FLR TRUSSES C� 24" 0/C MAX �N C1 16" WD FLR R SSSS 24G" p C MAX 16" WD FLR T U SES 0 24" 0/ AX r7 �j 5 E STRUCTURALL DE ALS -itEE STRUCTURAL D T ILS SEE STRUCTURAL DETAILS SEE STRUCTURAL DETAILS N m N 3/4" STUCCO W/ OYSTER SHELLS APPLIED TO BE R-19 BATT INSULATION R-19 BATT INSULATION 3/4" STUCCO W/ OYSTER SHELLS APPLIED TO BE SEALED WITH A PENETRATING SEALER TWO LA\YER5 OF 5/8" TYPE X BETWEEN FLOORS (TYP) TWO LAYERS OF 5/8" TYPE X BETWEEN FLOORS (TYP.) ' SEALED WITH A PENETRATING SEALER STUCCO TO BE APPLIED OVER ROLLED ON CONTINUOUS GYPSUW BOARD GYPSUM BOARD STUCCO TO BE APPLIED OVER ROLLED ON CONTINUOUS WATERPROOF MEMBRANE OVER 8" CMU WALL SEE 1/S2 AT ALL. FLOOR/CEILING ASSE MBLIES AT ALL FLOOR/CEILING ASSEMBLIES WATERPROOF MEMBRANE OVER 8' CMU WALL OR ALTTERNATE MEANS OF ACHIEVIN OR ALTERNATE MEANS OF ACHIEVING DOORS AND WINDOWS SET SUCH THAT FLANGES ARE NAILED DOORS AND WINDOWS SET SUCH THAT FLANGES ARE NAILED ONE HCDUR RATED FIRE SEPARATION ONE HOUR RATED FIRE SEPARATION 70 PRESSURE TREATED BUCKS TO PRESSURE TREATED BUCKS BETWEEN FLOORS (TYP.) BETWEEN FLOORS (TYP.) AT INNER SURROUND OF MASONRY OPENINGS AT INNER SURROUND OF MASONRY OPENINGS ALL PENETRATIONS OF THIS ASSEMEI Y ALL PENETRATIONS OF THIS ASSEMBLY FLANGES ARE THEN SEALED TO ROLLED ON MEMBRANE WITH ARE THEN SEALED TO ROLLED ON MEMBRANE WITH MUST E3E PROPERLY TREATS WITH DAMPERS, MUST BE PROPERLY TREATED WITH DAMPERS, A PICTURE FRAME OF SELF-ADHERING BITUTHENE WRAP A PICTURE FRAME OF SELF-ADHERING BITUTHENE WRAP COLLARZS, OR SEALANTS COLLARS, OR SEALANTS 70 PROVIDE CONTI TO PROVIDE CONTINUOUS VAPOR BARRIER PER 7H1E STANDARD BUILDIN NUOUS VAPOR BARRIER CODE PER THE STANDARD BUILDING CODE WINDOWS SHALL TI VINYL W/ CLEAR INSULATED GLASS WINDOWS SHALL BE VINYL W/ CLEAR INSULATED GLASS �� 5/8" TYPE "X"GYPSUM-BOARD EA SIDE OF 2X4 WD STUDS Com? 16" 0/C • : z 1 I o co co 1/2" GYP BD OVER RIGID INSULATION BETWEEN 1X PT FURZRING 1/2" GYP BD OVER a NAILED TO CMU RIGID INSULATION BETWEEEN 1X PT FURRING NAILED TO CMU 8" C.M.0 1ST FLOOR 4" (3000#) CONC. SLAB ON GRADE 4" (3000#) CONC. SLAB ON GFRADE SEE PLAN & DETAILS w/ WWM 6x6, OR "FIBER MESH ADDITIVE," w/ WWM 6x6, OR "FIBER MESH ADDITTIVE," SHEET 51 OVER 6 MIL. VAPOR BARRIER OVER 6 MIL. VAPOR BARPRIER CONT CONCRETE FOOTING 8" C.M.0 1ST FLOOR ON COMPACTED, TERMITE TREATED FILL ON COMPACTED, TERMITE TREATED FILL SEE PLAN & DETAILS SHEET S1 SEE PLAN & DETAILS 4" (3000#) CONC. SLAAB ON GRADE SHEET S1 LEVEL ONE FI FLOOR LEVEL ONE FIN. FLOOR w/ WWM 6x6, OR "FIBBER MESH ADDITIVE," ZL CONT CONCRETE FOOTING OVER 6 MIL. VAPOR FBARRIER z z X x z z z z X z z z ELEV. = 1 '-0" X X X x X x X X ELEV. = 10'-0" SEE PLAN & DETAILS SHEET S1 ON COMPACTED, TERMIITE TREATED FILL =__ - - - --11-111-111-111-111-111-111-111-111-11- - 1-111-111- F:--1 - - _- - 11=111=111111=111=111�I11=111=111=111=111=111=111=III=1 1=1 I1=1I 1=1 1=1I 1=1 11=1I 1=1 I1=1 11=1 11 1 I11=1 11=1I 1=1 I1=1I1=1 11= GARAGE FIN. FLOOR GARAGE FIN. FLOOR L=11=1 I=111=1 1= I1=1 =�f-11(,f11=1�- I--ll(—jl—IIlEuEmll-1II— =f J1=�=L-III,I 11=111=L=I I IhI =1 I=LL1=111=1 =I I-J-1 1=1 1=J�1=�=�=1 I-J1l=L 1=111=1 1= _J JI-III-III-III- =L=111 ELEV. = 9'-O" —x x X x Xc x z ELEV. = 9'-D"9FRNT 11-1 I I=1 I I-1111=1111-111=111=1111=1111=111=111-111=1111=1�I-I�1=1�1-I�1=1 I f=1� - - - - - - - - - - - _ = - 11=1I I FWH: 11=1 11=1 I1=1 11=1111 1=111=111=111=I I 1=1 I I-I I=Lu=L=1 I I=L�=1 I I:- I I=1 I hI I1=1 11=1 1 1=111=111111=1 I1=1 11=1 11=1 I I 1=1 I1=1I 1-11=1E1 I= sloPEs UP 2" I VIII=L=III=111=111_111=I II-, _ - L _ - _ L - 1 _III-1 I-1 I =1 I I-I I1=1�f1=L=1 I1=1 ISL-J1-111=1 I- -1 -I I 1=1 I- - -I 1=1 1=1 I- =1I 1=1 1=1 -I I 1=1 1= ITI I-III-I I1=1 I -I I=1 I I-I I1=1I J11=J 1=III=III=I I1=L=1 1=1 I 1=1 I1=1 11= =1 11= =1 I= 1= _ - 1J1 -- I�I=1 I I=1 I I-III=11 I=111=1 I I=1 I I=_ _ III L _. - - ll1 _ - - - - L - - - - J - � _ Ll _ Ill � l.l.. 11 - - GRADE GRADE _ _ _ - - 11 111=111=111=111=11 f=111-111 11�=111=1111=111-111=11�=111=111- - - _ - - - = 1=111=1 fi=111=11=1Tf=111=111=1If=iTi=1I =111=111= _ =1 =111=111=Tf=T=L� 11;1 I1=11= =111=111= _ = I= _ = _ _ _ _ E- _- - - - - - - - - - - I=III=III=11 f=III=III=III=III=III=_ -1T=III=l l 1-1T1-�=III-L-III-III I I _ _ _ _ _ _ ._ � _ _ ll � L _. _ L _ _ ll1 L L J 111 _ _ III 1Tf-I L L_I I I-I I I_I I I-III=1��111_ = - - - _ - =1 I1=111-111= -111=111-111-I 11= - - - - - - - - - - - _ - = 1=1 I I_ I=1 I 1=111=1 I 1=111=1 I I- -- - — - - - - - - I - - - II1=111=111=11II =111= I1=111=1I- =111=111- _ Ll _ _ 1 - - - - = _ I I�I11=111=111-111_1 II�I11=111=111-111=111=I II_III-III-111 _ _ II III=111 II I� �II-111_1 _111_1 I-1I II1_111_111=111- _ - - - - - - 1J1 - - - 111=111=111�III=111=111=111_III�I11=_ 11=111=1J1_III_III_III I I L _ _ - - _ - Ill - _ J1 _ - _ III III-III III_I I=1 I=1 �I -III III III-III-I 1= I=1 I I I=11 I=1 I- - -III-III III -I - 1=1 I 11--11 I- ;I I1= -11 - - - - _ - -1 1= - - _ _ =1I 1=1 I 1=1I 1=1 I1=1 I 1=1 1=1 ISI I1=1I hI fi=l l IWITI=1 _ - I I I I L _ - 11 L — - 111 _ ll1 _ 11-1 I1=1 I1=1 I1=111=1 I I-III-1 I1=1 I I�III=11 L=1 I=1 I 1=1 I1=111=1 1=11 LI III-I 11=1 I I_I -III _ III III III III III I_I I L-III III _ I I III I III I_I I I-1 IWI I I-III-III-I I hI I-I 1=111=111=111 -1TF - = - _ =11f-1Tf=i11=�= =f11=1T1= _ =fff=r - - - - _ - - - _ _ _ = T -111 IIElI1-111�111=111�111�1 =111 X111=111-11�=111 111=III- _ - _ 1 _ 111 1 (-�1 I I_I j f-=1Tf 1 I I _ 1J1 _ _ _ - = _i =1 = 11= =1 =1117-111=111=1 = 1=11 I_1 I 1=111-111= 1=111=1 I 1=1I 1=111=111_..111=111=111=111=1�1=111_111=1�I_I�I 11� _ _ 11 - - - - 1�Iwl�I-1�1=111-111-11�=1 I I-111=1 111-L=1L=11 I-111 1 I I J _ - - J L1 - _ _ 1L 11=111-111-111=111=111- I I= _ =I I=111-111=11=11=1 I I I=11 =1 I=11�I =I I- - - - - _ =1 I I- _ - - - - _ _ _ =111=1 I I=11 1=1 I I=111�I I ISI I I=1 I I=111=1 I I-111=111=111=111..X111-111�I 1 - - - _ _ _ _ _I L 111 L _ - J L — J � _ 11 L =III=III-III=111 III=III=III�I11=III=III=III=III=III=III=III-111_.._111-III-III=III-III III _ III III-III_.III_III_III 111_111 III I I-III=III-III-111_111-III-111_111_ II-III - - - - - 1111=111;111=11=III= = = — _ _ _ _ 111_111_111_1 I I-III-I I I_I I I-III-I I1 I I_I I I-11 I-1 I 1=1 I[--I I I-111=111=111 _ - - - - - - - _ = 1= =111=111=111=1 I= 1=111=111=111=1 I 1=1 11=111=111=1 I1=1 I 1=1 I=1 I I-111=111 - ll - - L - I _III- —I I 1-I 11-111-111- I 1=111=1 -=111=111=111= _ - - 1=1I I�11i-L-t 1.1_.-Ill -1 i 1_111-11i 11 - - - - � - _ - - - - - - - - -1 - 11-111-1ll 111 - W - - - - L _ � - - - 111 L-I -111-1I�111.�111-111=111=111111- _ II- - _ - 1.x111-111=111=1111_111=111- II=111=111- - - - - - � 1=111.=1I I=111-111-III-111-111.1 - - - - - - - = 1=1 =1 =1 I=1 I I=11 I=1 I I=1 =1 L_III=1 I=11 I=1 I-III_III-III=1 I=11 I=1 I I=1 I=1 I-III=1 I III III I I I L_III=11 I-III-I - - - I-III-IIII- - - _ _ - - 11=III=III=III=111_111=III�III_III=111_111 II II II - - _ _ - _ _ _ _ _ - _ _ _ _ - - - - _ - - - - I11-111=111-11= �I I I=11II 11=111=11111 ISI I I=1 =111= = _ = I- — — - - El I I I I_I I I-1 I I�I 11.=1 11=1 I I-1 11=1 I I _ L _ � � lll _ _ _ — _ III I I I_L L I I I_I I 1=L_I - _ _ - � __ - - - L _ _ _ - - = 1= 11= 1= =11- =III= - = = - - - - - - - - _ - 1=111_111=III=111_111_ II-III_III=III_III=III=III=III-111_111-111-III-III-III ll1 _ — lll 111 11 ll _ _ =III-III=III=III-III=III=III=III=III=III=III=III=III=1I=III=III=III=III=111=III=IIIII_I11=III=111=111=L=III=L=111=III=III�III-II L ll 111 1 lll _ 1 111 L L-III=111=111-III_III-III_III=III_III=L=L=111_111=III=III=III=L- 111=1 I1=1 I1=1 I ..II I-1 11-1 11-1 I1=1 1=1 I1=1 1-1 t 1-1 1-1111 I1-1 1-1 I I-1 I hI 11=1 I1-111=1 I—I 1=1 11=1 11=1 I1=1 I1=1 I=1 I III _ _ _-_ (:A) WALL SECTION WALL SECTION (:B WALL SECTION C N JAMES W DUPREEARCHITECT VAN CLEVE TOWNHOUSES D 2 ' 4 " WALL S ECTI 0 N 5 / :• :����:.��� Fly � AR-00 > 1038.2 904-247- 7072I N A T L A N T I C B E A C H 06.22.02 1TZY,23fvm ►n l� 1 ���,, �fv �� �� � � A B PREFAB WD TRUSS FRAMING c TRUSSES TO CONTROL DIMENSION 7 7 7 TJI FRAMING I" ]z �1 a.s 1X4 WD CASING TRIM WALL SCONCE W/ WD SILL AS SHOWN TYP co I + a W TRIM AS SHOWN 1X6 WD BASE TYP I� -P w " WD FLR TRUSS FRAMING -P I N 00 v I o o I I� WD FLR TRUSS FRAMING Nv- 00 v I� -P I BUILDING SECTION 1 JAMES W D UPREE ARCHITECT VAN CLEVE TOWNHOUSES 0 4 ' 8 ' BUILDING SECTIONS 6 AR--00114382 944-247-- 707206.22.02 N A T L A N T I C B E A C H 'U•/ '4mi , 1 0 �vt � l ,' t Gee`N��r,"•�n O shIN�1p J'aw caFGbVER V90FE I Qap.., 3X19 P%vc-4- 4 Te 2H d mew J uJ T, elp, TIT _.... ... .. . . .... _ 4j jy Q,4 it • ,, � �j i 1 I til -;�---r-- ,-I -� s t},el y 'l r"A*XR 1 �, I} 1{ �` I 1 I t _ / &YER }TANG' I I I IrAct Ill'1 4,1 LVIAB ,;� +�, j��ij`>a, t t'I # PL CST PL 1 IN �s r' U --. FLCEOR 301srs`°�o I� trd'• o4 c.- 3'�� __ _ �!') ��,r iia �M •13'`� ' � �:fir• �P Fi—Q r y jLA PJ I ` 9,C • �+ ZL,A16 FW MWEK uf,L. ! �*,kyr�''�'rr r1►r6'�r 9X'�'� / ��1F l'o __ ��� • C E. C 1" 1_p ! A L b � r�1 � �. A.p,PRDV � D Y,cCFF���TLANTIC BEACH �v '! �• I IS�UIiG� UIL[T�NG OFFICE .Yh /R `4MAY 1120QU Cf, .� t 7 ' - , APR 19 2000 - q� ►�ott-+�� , � ' � � --,-y Of Atlarttfc Beac4' PL,C r � uV�)p& , nor �g 4, ^,'C S CA L—lo-, . / I I Z/ �© 1 SCALE: d APPROVED BY: DRAWN BY rri� SCA L 9- SCALE; _ ,�u F. fla�Jt S DA 7fF .�7NJ TE: REVISED _._ + DRAWING NUMBER ..L.P I.f`a Cr_ 1-A 15 i'FS ► s t •&� . i FLOOR 5 F116Ez F-R WA I-K t_N 2 N 5 FG�Iv►�7AR•7i Q ty �ovT l M C+x F_- 7 C.goSS %f4Tior-J Vi EW g rnl t~ `ria i, TYP) a. r�t� C4 0A-mIL L.NI• r-1 w/ L SKIP HAt4C-IF-R -- i XI t�7 Wsm �,R�05. . . ►- �.. ,4k yvr�_f��' NEW FRIFMPSSb11P MISSIONJARy PROJECT _ G�Or1 p•� "' _ �L f 1E L g X-s l-, ►`�c.�� ` I j i /6"' s�,vR y 1=ou�wv' telt tt#x24r C4W. FTG Co*s forqadcoNT T)Ev�i. WALL Wo -F-As .1l.1- vel F,.LE VAT lC;7t-4---- OLTEp w W j 4-x • Cz 32'41C �_ ("�Q•r G7l �t - -- i .•....,..... ! �o ii x 0 .c ��A�.u�?i�• NAilc I4i&.t-\Graft M T'411 NEW i,l J _ All will I l,nP"�Y b No � 3 x 15 L.MI�►M �_ "{ Com T- Q 0 J C71 5-r tti �_ i ` l , ve� 5-01 vo upDoolA i F�b�d�l,N wq!l olo ws oat Ili 4�4 y ?,�y RPou�4 I � st�} t� TI Ic t t�L RIF y . 6X7 RvJl up L.DMAI11' ` - .___.._ .._.. >~ �� ��.o�� PL.� � e D 1"�' 1 r.��j �� ���t,N� g - • _ . ^ 'fJ . '•` L."1� '`_I SCALE: APPROVED BY: DRAW BY - DATE: REVISED og-- oo + aAluc,� L,ghr ® �/RrIRR E c r�t Ca L._ , ,y'� .� s�' W►MSN ,L vA"r"tc�,�► DRAWING NUMBER 31 1N!~iv t.RlEMr)S-H%F MJSSIOKr AR/ PK9jFr-T --,, o 12 4w _