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01 <br />3 <br />x <br />W <br />I <br />0 <br />i <br />M <br />CD <br />v <br />o- <br />0 <br />LO <br />cV <br />O <br />O <br />I <br />M <br />i <br />N <br />LO <br />[V <br />O <br />0 <br />v <br />cn <br />0 <br />Q <br />rh <br />cV <br />N <br />0 <br />a <br />F2 <br />E <br />O <br />S <br />0 <br />c <br />J <br />O <br />v <br />J <br />N <br />0 <br />LO <br />0 <br />0 <br />a <br />0 <br />v <br />0 <br />W <br />Z <br />C> <br />0 <br />0 <br />m <br />0 <br />2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) 10'-0" (R302.11) <br />FOR UNDERLAYMENT 16d TOENAILS T & B <br />REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />PRE ENGINEERED WOOD APPLICABLE. <br />, <br />TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & . <br />ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E <br />COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N <br />w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH <br />7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D e <br />SHINGLE ROOF, SHINGLES TO _ a . <br />BE IN ACCORDANCE w/ ASTM = I I=1 I=1 I=1 D /VIR <br />D7158-CLASS G or H, or ASTM II —I D III-D3161-CLASS F, IN ' I=1 I 1 1 1-� ° - - <br />12 ACCORDANCE w/ TABLE ' —I I —I 11-1 11=1 1=1 —I 11=1 1=1 11=1 11=� I" <br />P. R905.2.6.1,FLORIDABUILDING =III III=111=1I1—I�I III —III III=III <br />ITY ) VARIES 8 .-I III. <br />ll=ll <br />CODE 7TH EDITION (2020) <br />„ <br />RESIDENTIAL <br />INSULATION LE ROOF SHEATHING - SEE <br />SCHEDULE - [RSHI - ON TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />5/8" OR 1/2" HIGH---- <br />STRENGTH CEILING <br />BOARD PER CODE (OR 5/8" <br />GYP. TYPE "X" @ GARAGE <br />W/A HABITABLE ROOM <br />ABOVE) W/DRYWALL <br />SCREWS @ 7" O.C. <br />CEILING & 8" O.C. WALLS <br />INSULATION PER <br />CHART ON FLOOR <br />PLAN <br />1x2 P.T. HORIZONTAL <br />NAILER <br />STD. 90-HOOK (SEE DETAIL <br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG <br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 <br />-ALUMINUM DRIP <br />EDGE <br />ALUMINUM FASCIA <br />-2x SUB FASCIA <br />-SEE STRUCTURAL <br />SOFFIT SHEET SS <br />8"&'X16" KNOCK -OUT <br />BLOCK W/ 1#5 CONT. <br />FILLED SOLID W/GROUT <br />-8" C.M.U. TYPICAL <br />TYPE "S" MORTAR <br />-ARCHITECTURAL <br />FINISH <br />1x2 PT WD FURRING @ 24" O.C. <br />1/2" GYPSUM WALLBOARD <br />U.N.O. <br />(1) #5 VERT. IN FILL <br />CELLS (SEE <br />FOUNDATION PLAN <br />FOR LOCATIONS) <br />1x4 P.T. BASE NAILER <br />4"x4" INSPECTION <br />31/4" BASEBOARD <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <br />M <br />AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />U) <br />TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 <br />w <br />a <br />NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />"FIBERMESH" <br />DECO FINISH 4" to 6" <br />BELOW GRADE <br />E _ <br />- <br />L <br />°D <br />I <br />� <br />� °°co <br />6 MIL VAPOR <br />11I <br />BARRIER <br />4 <br />g <br />( <br />• <br />III= <br />T <br />COMP. SOIL. <br />I II <br />' <br />(COMPACTED TO 95% <br />=1 I <br />I I =1�I=� <br />I= <br />MODIFIED PROCTOR <br />I <br />11 I 111- <br />1 f= <br />I I I <br />ASTM D1557) <br />3" MIN. <br />CLR. <br />(2) #5 REBAR CONT. <br />N CHAIRS TYP. <br />1'4" (1 STORY) <br />STD. 90 HOOK (SEE <br />U. <br />U .N.O. <br />4„ <br />V-8" (2 STORY) <br />DETAIL ) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" = V-0" <br />S3 <br />OPT: DEPRESS SLAB 5Y2' <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE <br />BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB <br />PAVERS <br />14„ <br />O.H.D. RECESS <br />T�v j <br />7- <br />rII�I <br />1. <br />" �� <br />4 <br />1 � 1=III <br />I I <br />. ' <br />�' a •. :� <br />IT <br />I 1=1 <br />II <br />-11I <br />I IT <br />SEE A/S3 OR J/S6--I! I I I �I i ,„ 1 I, I I I i 1- <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4" (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STORY) <br />GARAGE DOOR SLAB RECESS J.1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T,S. S3 <br />ADDITIONAL INFORMATION. <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=V-0" <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />�r <br />�r <br />5/8"OR 1/2" HIGH STRENGTH `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF -� `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />5/8"OR 1/2" HIGH STRENGTH <br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE <br />.) (OR / GYP. TYPE "X" @ EACH END (WHEN PARALLEL) <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. ABOVE) CONNECTIONS. <br />S.P.F. DOUBLE <br />TOP PLATE S.P.F. DOUBLE <br />SIMPSON SP2 w/ TOP PLATE <br />(12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. <br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS <br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) <br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" <br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN <br />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) <br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" <br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS <br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND <br />ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE <br />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 <br />@ 24" O11 <br />.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH <br />ELEV. 4-3 1/2" 31/2" MIN. 3 1/2" MIN. <br />D <br />A.F.F. o ° <br />N = �31/2"(min.�4- <br />co in_ -4" — _ — <br />31/2"(m)1 1=1 1 I ° •._ Ti IliTlflr 31/2"(min.)-4"1 :11 T(_ <br />_III f I I= �f=T1=1Tf-1 I I I I I I I— I �7T —11 1= f I I I f=11=11 <br />(2) #5 CONT. 4" 1' 4" 8" (2) #5 CONT. <br />U.N.O. MIN. U.N.O. MIN, <br />TYPICAL BEARING WALL na STEP a SHEARWALL C TYPICAL BEARING WALL a@ STEP <br />"SHEAR WALL" <br />SCALE:3/4"=V-0" SCALE:3/4"=1'-0" <br />0E� <br />Pis <br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C <br />LOAD BEARING OR INSULATION PER FBC AND ENERGY <br />EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT /' \ <br />1 x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION <br />INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />d #5 VERT. IN FILLED CELL 10'4' (R302.11) <br />SEE CC/S3 OR <\I LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />G/S3 FOR ANCHOR <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL <br />5/8"° x 10" "J" BOLT @ 24" O/C W12"°X 3/16" <br />BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK <br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL <br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />„ „ <br />*SIMPSON SP1 <br />(6)1/4 x31/4 TAPCONS <br />SPACED EVENLY <br />6 x 6 W1.4 x W1.4 WWF OR <br />2X PT PLATE <br />20" MIN. LAP [24" MIN. LAP] <br />#5 REINFORCING <br />w/ (10) 10d NAILS <br />- <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR —� <br />TYP. <br />r <br />2x P.T. PLATE <br />ASSUMED FINISHED <br />c <br />'� <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />GRADE <br />iv <br />p D D <br />z <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. Fy= 40ksi <br />MONO OR STEMWALL <br />Z <br />_ ° � D <br />Cl) D D <br />FINISH GRADE °� <br />� <br />25" MIN. LAP [30" MIN. LAP] <br />[GRADE 60 MIN. Fy= 60ksi] <br />FOOTING MONO SHOWN <br />I I I <br />- <br />FOR CLARITY <br />°O <br />6 MIL VAPOR BARRIER -1 I I <br />III <br />D ° <br />Ml I ..I 11=1 � - <br />=11 I -I 1 1=T=, <br />°° <br />T <br />R 1 7/8" —� <br />#5 REINFORCING BAR <br />II I II � 11 I IT T <br />M <br />#5 I AP RPI Ir,F <br />NOTE:L�� <br />*FOR BEARING WALL r COMP. SOIL. (COMPACTED TO - D <br />W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM =T=I I I= =1 P <br />D 1557) 1 I l r iiTf�TTT=1TI I i t I I i �l 11— <br />4„ V-4" <br />FRAME ALL TO C.M.U. WALL <br />W M L CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SEE TYP WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" <br />SLAB INFORMATION. S3 <br />6x6W1.4xW1.4 <br />3 1/2" WWF OR FIBERMESH <br />min.) 4" <br />'v GRADE <br />ao — — — — — — — ° • <br />_ _ — ° _ ITI--ITI rTi r <br />= _#5 REBAR w/ OPT. <br />1 =SCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=1'-0" S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13" <br />O.H.D. RECESS <br />n <br />1.4, I_I <br />I�IIIIIIIII •y +� � . III <br />L— <br />SEE A/S3 OR J/S6 --- -1 fli i I l 1, i 1 , , <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />V-4" (1 STORY) <br />V-8" (2 STORY) <br />GARAGE DOOR SLAB RECESS J <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. I S3 <br />ADDITIONAL INFORMATION. <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />2„ HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-0" J CONT. BEAD SEALAN <br />" . a INTERIOR <br />A.. a -3 1/2" <br />A a.. <br />b ' <br />CONCRETE NAILS W 1 1/2' <br />EMBEDMENT @ 12" O.C. <br />STAGGERED, FROM BOTTOM <br />PLATE TO CONCRETE <br />(MIN. SHEAR 180# MIN. <br />TENSION 120#) CONCRETE SLAB <br />e <br />00 C <br />M 6 MIL VAPOR I� F-�M.�� <br />BARRIER -: <br />NOTE: <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SIMPSON SP1 w/ (10) <br />10d NAILS <br />2x P.T. PLATE <br />SPACE ANCHOR <br />BOLTS 6" MAX FROM <br />o END OF 2" x PLATE <br />w D <br />U <br />N a. <br />1Tf=II=—=-111rA <br />1 I (—III—I <br />w fil—�7I I I —I D • <br />W <br />1/2"(min.)- �4" <br />CC <br />S3 <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.11) <br />1/2" GYP. WB (MIN.) @ GARAGE <br />SIDE IF APPLICABLE. <br />5/8"DIA. EXPANSION BOLT @24 " <br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR <br />3500#, MIN. TENSION 2600#) <br />6x6W1AxW1.4 N _ <br />WWF OR FIBERMESH CO . <br />I I —III —I M <br />I I I I I=T=1 I T r- <br />(2) #5 CONT. <br />ON 3" CHAIRS <br />10" <br />(TYP.) (TYP.) 8 -8 <br />#6 REINFORCING BAR <br />#5 STD. 90 HOOK <br />#6 LAP SPLICE <br />TYPICAL INTERIOR BEARING <br />REBAR DETAILS <br />rF <br />WALL w/ UPLIFT <br />rG <br />SCALE: N.T.S. <br />S3 <br />SCALE: 3/4"=1'-0" <br />S3 <br />VARIES <br />SEE PLAN <br />1 1 RECESS FOR <br />FRAME -DOWN FALSE BEAM w/ (3) <br />SEE ROOF PLAN <br />S.G.. D. (U.N.O.) <br />WWF OR FIBERMESH <br />10d NAILS TO TRUSS TOP CHORD <br />FOR TRUSS <br />AT 24" O.C. MAX. <br />CONNECTION INFO <br />^M <br />4 <br />SEE PLAN FOR <br />& LAYOUT DESIGN <br />° <br />< <br />-_ -� <br />TOP OF BEAM <br />° <br />-' ° ° <br />I I I�. N <br />(2) HTS20 <br />SEE ROOF PLAN <br />FOR STRUCTURAL <br />CIPT� <br />- - - <br />T_l,-11T=s1 I,T <br />° <br />T <br />I r' <br />BEAM SIZE & <br />i <br />IAlsI <br />I— <br />-- <br />CONNECTION INFO <br />M <br />I <br />I II <br />III <br />PLATE I 2x4 #2 SYP P.T. FRAMING w/ J-T�,MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6I� - g <br />O.S.B. Z ATTACHED PER NAILING FOR REINF. INFO. <br />_ w SCHEDULE OPTION #1 <br />COLUMN LOCATION a > SEE TYP. WALL SECTION FOR ADDITIONAL <br />w > SEE PLAN FOR STRUCTURAL J SLAB INFORMATION. <br />g w COLUMN SIZE AND BASE <br />o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM <br />SCALE:3/4"=V-0"j3 <br />2X STUDS @ 24" O.C. U.N.O. <br />SECURE 2x4 P.T. BTM. PLATE <br />SEE DETAIL 16/D1 FOR <br />w/ 1/4"0" TAPCONS AT 8" <br />MASONRY WALL AND <br />GARAGE <br />COLUMN TO PORCH SILL <br />O.C. <br />PAD FOOTING <br />ATTACHMENTS & 18/D1 <br />1/2" GYPSUM WALLBOARD U.N.O. <br />FOR COLUMN TO BEAM <br />L <br />TRIM PER PLAN <br />8" MASONRY WALL <br />W/ DRYWALL SCREWS @ 8"O.C' <br />ATTACHMENTS <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD E <br />INSULATION PER CHART <br />z <br />0 <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. `QI ' <br />ON FLOOR PLAN <br />w <br />SIZE VARIES PER PLAN <br />ch <br />CONT. BEAD SEALANT <br />a <br />> <br />w/ MIN. (2) #5 VERTICALS <br />002 Z <br />GRADE <br />E <br />? <br />FILLED SOLID (SEE PLAN FOR <br />° 6 x 6 W1.4 x W1.4 , <br />w <br />SIZE AND REINFORCEMENT) <br />c7LU <br />• <br />T <br />WWF OR FIBERMESH M <br />LU <br />w LU p <br />U <br />BRICK PAVERS or SLAB PER <br />p o "' _ <br />• • <br />• • <br />- z_ Q <br />° <br />° <br />�COMM UNITY SPECS <br />`! <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG <br />SCALE: 3/4"=V-0" <br />0-0 FIN. FLR./-M <br />ION <br />TAPERED COLUMN FRAIIIANG <br />FOOTING v <br />BEYOND <br />PAD REINFORCEMENT 3" MIN. CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL N <br />SCALE: N.T.S. S3 <br />�C- <br />7 W <br />a. r o <br />o f6m� <br />Vf ld O i- <br />.Q ® J <br />d cV � <br />d <br />d <br />o w d <br />'7• <br />C O <br />o. <br />c E <br />R o <br />0- u <br />0 <br />M <br />N <br />N <br />b <br />A. <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2020 Florida Building Code <br />- <br />Residential 7th Edition. Engineers signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal, <br />H <br />W <br />�E <br />sd 8 <br />y 0 <br />,� <br />ENO-- 1.0 <br />3 <br />Ah L, w <br />4 C, V <br />J L, L.L �yY�I a <br />z — O d Y <br />�`o ZC/) <br />0 <br />W N�4)o m w <br />IL Z N MZ J <br />U <br />O <br />U <br />n <br />I W <br />z � o <br />z o <br />z o <br />Q <br />N z <br />0 0 <br />OL�u o <br />ko <br />U) <br />w. <br />r— <br />v <br />~_ J E <br />U oco <br />° <br />o <br />z <br />w <br />M <br />J <br />0 , <br />Z <br />z <br />14E <br />tL <br />�E <br />O <br />oQM <br />z <br />o" <br />rcII Mn <br />ofgr< <br />0 <br />g <br />s <br />0 <br />�z <br />c <br />Qo <br />� <br />U <br />w� <br />m� <br />0, <br />z <br />m <br />� J <br />.0 <br />¢�+ <br />aw <br />�z <br />c� <br />O4 <br />go <br />a <br />W <br />w� <br />M. <br />=F <br />o <br />c� <br /><F <br />>0 <br />aF <br />MAJw <br />`r <br />oa <br />O- <br />3 c, <br />O <br />O <br />= <br />Mco <br />�Y <br />d' <br />o� <br />co <br />0 <br />CC L0 <br />T <br />N Q- <br />LO <br />_ <br />Q <br />o <br />N <br />^ U <br />(N <br />}j tf <br />O <br />LO <br />� <br />. <br />0 LIL <br />0 <br />� <br />co <br />O <br />OLl <br />O <br />oN <br />Nn <br />E <br />E Itz <br />Z <br />E T <br />E <br />U -1 Q O 1-1 <br />JOB <br />NO: 23-04902 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />... i � AL .. 1.f I... I.A, l"I Il a f Ili •­' iFt. i5 -AI 1 J 1. i <br />