|
i
<br />5/8"OR 1/2" HIGH STRENGTH
<br />TRUSS BOTTOM CHORD OR 2x4 BLOCKING
<br />„ TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/
<br />1/2 HIGH STRENGTH
<br />(U.N.O.) (OR %" GYP. TYPE "X" @
<br />W/ 2-16d TOENAILS @ EACH END
<br />2-16d TOE NAILS @ EACH END
<br />(U.N.O.)
<br />U.O.) (OR %" GYP. TYPE "X" @
<br />(U.N.O
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE
<br />CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
<br />ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20
<br />TOP PLATE
<br />TRUSS ALIGNED WITH STUD
<br />BELOW
<br />DOUBLE WHEN TRUSS ALIGNED WITH STUD BELOW
<br />1
<br />8"x8"xl6" NOMINAL BLOCK WITH
<br />TOP PLATE
<br />3/8" MORTAR BETWEEN COURSES
<br />USP SPT24
<br />CONNECTOR
<br />2"x S.P.F. (OR EQUAL) STUDS
<br />@ 16" O.C. U.N.O.
<br />USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(1) ROW 2x BLOCKING @ MID
<br />CONNECTOR U.N.O.
<br />2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2)
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />@16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS
<br />16d TOENAILS T & B FOR WALL HGT. > 8'-6".
<br />rE
<br />SHEATHING REQ'D. FOR ALL
<br />EXTERIOR OR SHEAR WALLS AS
<br />INDICATED ON THE PLAN. ATTACH
<br />1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > 8'-6".
<br />(1) ROW 2x BLOCKING @ MID HGT. FOR
<br />WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />@ 3rd PTS FOR WALL HGT. > 8'-6".
<br />112" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE. �r
<br />3/8" MORTAR BETWEEN
<br />SHEATHING W/ 8d COMMON NAILS @
<br />EDGES, AND @ 1D2" O.C. @ FIELD
<br />INSULATION PER CHART ON FLOOR PLAN
<br />INSULATION PER CHART ON FLOOR PLAN
<br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ,�
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />SLAB & BLOCK
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />SP SPT22 CONNECTOR
<br />"' "" � � SP SPT22 CONNECTOR
<br />5/8 x 10 J BOLT @ 24 O.C. W/
<br />(1) LAYER TYPE II (#30)
<br />2 #5 CONT. ON 3" r
<br />() 6 x 6 W1.4 x W1.4
<br />CHAIRS (TYP.) `''
<br />-
<br />'-
<br />`''
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />2x P.T. BOTTOM PLATE
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />(ALT: 1/2"x12" TiTEN HD @ 24" 2x P.T. BOTTOM PLATE
<br />UNDERLAYMENT FOR ROOF
<br />WWF OR FIBERMESH
<br />ELEV. 0'-0"
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />x 6 W1.4 x W1.4
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />6 6 W1.4 W1.4
<br />D - a
<br />°
<br />PITCH >4:12
<br />(2) LAYERS TYPE I OR TYPE II
<br />° ° ° °
<br />A F F
<br />@ 24" 0) 2
<br />WWF OR FIBERMESH
<br />@ 4 O.C. 2�� x x
<br />WWF OR FIBERMESH
<br />FOR UNDERLAYMENT
<br />(#15 OR #30) UNDERLAYMENT
<br />FOR ROOF PITCH 4:12 OR LESS.
<br />A D. - _ _ - -
<br />-III=I I �I I (-I °' D -I I=I I I=I I- �_?
<br />1=II I I -I I D I I I —I I�, I I �T
<br />I �I I=I 1 i=� D • WI I I=I I=1 I L-I
<br />°
<br />° °
<br />° ° °
<br />°
<br />°(-31/2"
<br />° a ° a °
<br />° ° 4
<br />° ° ° ° ° ° a
<br />°
<br />z
<br />ELEV.4-3 1/2" I--
<br />0
<br />A.F.F. p
<br />MIN.
<br />---�-►-=
<br />° _
<br />31/2" MIN. I
<br />o >
<br />°
<br />REQUIREMENTS SEE R905.
<br />PRE ENGINEERED WOOD
<br />n
<br />TRUSS @24 O.C. U.N.O.
<br />I -I I �_„� III=I _- - I
<br />III- - —
<br />_,ILI�I_IIIo�
<br />°
<br />2x4 CONT. °
<br />° ° ° ° ° ° a °
<br />4°
<br />o
<br />b.
<br />= D
<br />�
<br />- _
<br />° a 1_I I I-�= 131/2"(min.)-
<br />=I=1=I�I-
<br />4"
<br />_ - -_
<br />° IT-III-�- '31/2"(min.)- 4"
<br />�1:4'"
<br />12
<br />HURRICANE ANCHOR @ EACH
<br />�l�
<br />= I I=I I �I I I -III -III -I I �I I I= I I"
<br />' I I ! I I T
<br />°
<br />° °
<br />I °' ° a 4a
<br />I ° a a
<br />GARAGE DEPTH VARIES °
<br />N
<br />31/2"(min. - 4" 1-TI=I I I - I III -III-
<br />_ - - - { { {
<br />—
<br />..0
<br />31/2"(min.=L=TJ
<br />--III 11
<br />(TYP.) VARIES
<br />TRUSS (SEE UPLIFT SCHED. W/
<br />)
<br />„ -I -III
<br />s ��4'
<br />°
<br />° 4 4 °°
<br />-I I I- I I C=III=III=1
<br />l
<br />�Tr
<br />I L i
<br />-ITI=W 1111=111=11 f=�j1 I I
<br />METAL PL. UNDER EA. TRUSS
<br />a °
<br />°
<br />_I
<br />II,; I�I�
<br />IIi1IlII��II�I—I II�II_ItI—I
<br />MOISTURE BARRIER
<br />,� ,IIIi,jI�I��
<br />(2) #5 CONT. 4„
<br />1' 4" 8"
<br />(2) #5 CONT. 4'�I
<br />TYPICAL INTERIOR BEARING
<br />U.N.O. MIN.
<br />INSU ION LE
<br />SHINGLE ROOF
<br />7/16°o.s.6. MIN. SEE ROOF
<br />WALL W/OUT UPLIFT GG
<br />GARAGE SLAB AT STEP B
<br />U.N.O.
<br />TYPICAL BEARING WALL
<br />MIN.
<br />STEP SHEARWALL
<br />C
<br />TYPICAL BEARING WALL STEPrcC
<br />NAILING
<br />ING SCHEDULE ON SHT.
<br />SCALE: 3/4 -1 0
<br />SEE TYP. WALL SECTION „= - S3
<br />SCALE: 3/4 -1 -0
<br />S3
<br />"SHEAR WALL"
<br />SCALE: 3/4"=1'-0"
<br />S3
<br />SCALE: 3/4"=1'-0"
<br />S3
<br />ELEV. VARIES
<br />FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />—
<br />ALUMINUM DRIP
<br />STRENGTH CEILING
<br />EDGE
<br />osEG
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @GARAGE
<br />ALUMINUM FASCIA
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />Qcs
<br />W/A HABITABLE ROOM
<br />12"
<br />N.O. 2x SUB FASCIA
<br />NAILED W/ 8d COMMON NAILS @ 4" 0/C
<br />ABOVE) W/DRYWALL
<br />EE SOFFIT
<br />2x S.P.F. STUDS @ 16" O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />SCREWS 7" O.C.
<br />@
<br />SHEET
<br />2x STUD
<br />LOAD BEARING OR
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS,
<br />�00M
<br />1o.M�r, �o�
<br />(1) ROW 2x BLOCKING @MID HGT.
<br />CEILING & 8" O.C. WALLS
<br />EXTERIOR WALL 8" C.M.U.
<br />(2) ROWS OF 2x BLOCKING @
<br />THIRD POINTS
<br />2x STUDS @ 16" O/C
<br />FOR WALL HGT. < 8'-6". (2)
<br />NOTE:
<br />7FOR
<br />INSULATION PER
<br />8Ix8"X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />1"x P.T. STUD
<br />ULATION PER CHART ON FLOOR PLAN
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />SEE SECTION C/S3 FOR WALL HGT. > 8'-6".
<br />CHART ON FLOOR
<br />FILLED SOLID W/GROUT
<br />- #5 VERT. IN FILLED CELL
<br />�'
<br />7/8 STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />PLAN
<br />SEE CC/S3 OR C"14
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />1!2" GYP. WB (MIN.) @GARAGE
<br />1x2 P.T. HORIZONTAL
<br />G/S3 FOR ANCHOR
<br />"J"
<br />„° "„ „ � „°
<br />5!8 x 10 J BOLT @ 24 O/C W/ 2 X 3/16
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS
<br />TO FOOTER BELOW 90 FIOOK DETAIL
<br />SIDE IF APPLICABLE.
<br />USP SPT22 CONNECTOR
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />BOLT INFO. 5/8"x6" BOLTS BOLT
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />5/8- EXPANSION BOLT @24 " O.C.
<br />STD. 90-HOOK (SEE DETAIL)
<br />TYPE "S" MORTAR
<br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR
<br />WALL SEE GG/S3 ) 5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SP SPT22 @ EA. STUD
<br />2x P.T. PLATE W/7 EMBEDMENT " EAR
<br />3500#, MIN. TENSION 2600#)
<br />(6)1!4"x31/4" TAPCONS
<br />*USP SPT22 TYP. SPACED EVENLY
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />2X P.T. PLATE
<br />20" MIN. LAP 24" MIN. LAP
<br />( ]
<br />#5 REINFORCING
<br />SPACE ANCHOR
<br />" '
<br />BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4
<br />`� 2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR
<br />w
<br />END OF 2" x PLATE WWF OR FIBERMESH r v
<br />M
<br />ARCHITECTURAL
<br />FINISH
<br />r
<br />ASSUMED FINISHED
<br />PER MANUF.
<br />#3 OR #4 REINFORCING BAR
<br />Uj
<br />0
<br />D ° D
<br />1x2 PT WD FURRING @ 24" O.C.
<br />1/2" GYPSUM WALLBOARD
<br />(1) #5 VERT. IN FILL
<br />' GRADE
<br />MONO OR STEMWALL z
<br />°
<br />D D . D . '
<br />N ° . D
<br />M — _ _ D D •
<br />Z
<br />FINISH GRADE °O
<br />#3 & #4 LAP SPLICE
<br />25" MIN. LAP [30" MIN. LAP]
<br />GRADE 40 MIN. Fy= 40ksi =�
<br />(GRADE 60 MIN. Fy= 60ksi] a
<br />¢
<br />° _
<br />-TI-I lol m . D 11=111-�1-III=
<br />=1 I III I
<br />I ■ I 11=I
<br />U.N.O.
<br />1x4 P.T. BASE
<br />CELLS (SEE
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />FOOTING MONO SHOWN p o
<br />D �. ° p _ O°
<br />FOR CLARITY _
<br />p p o ° o to I I I I 1 1 III=�I
<br />z
<br />-__ _
<br />6 MIL VAPOR BARRIEIRI I I I I I II II D °
<br />°.
<br />I
<br />III
<br />- _
<br />I I=III=L= - 0O
<br />;-
<br />I rI I I=I I o I- N z
<br />=1�1=ICI=ICI=I�k
<br />#5 REINFORCING BAR
<br />w
<br />w
<br />R 17/8" CO
<br />I I- I I=III=I1(=III I I -I I I I I=J=
<br />'
<br />NAILER
<br />4°x4° INSPECTION
<br />° I I I = -I I - I = _
<br />> ° = =
<br />l '
<br />I I I I :.
<br />_
<br />I l I=1 I=I 1 �I (-1
<br />_
<br />(2) #5 CONT. -I I I-ILI-) I I, , I I=I {, , , {
<br />„
<br />31/4" BASEBOARD
<br />PORT AT EACH
<br />NOTE:
<br />* g ° Ill= = I I (= T_ o 1= �'
<br />FOR BEARING WALL o i to Io -� '-
<br />COMP. SOIL. (COMPACTED TO I I I D a .
<br />- I
<br />I=III=I I-III=� I
<br />36" MIN. LAP [36"MIN. LAP]
<br />ON 3 CHAIRS
<br />8"
<br />(�P) 1'4' 8"
<br />MIN. 2500 PSI CONC. SLAB
<br />FILLED CELL TYPICAL
<br />=III
<br />_ _ _ _ _ _ _ _ _ -_ _ __
<br />W/ UPLIFT ONLY - - - _-
<br />=1 = =
<br />-1-
<br />95% MODIFIED PROCTOR ASTM I �- I �I I I -I 11=) I-
<br />I I I W�� I I -I (
<br />I I=�=I I=1 I
<br />,-
<br />III -III-
<br />10"
<br />MIN PSI MAY VARY PER
<br />M AT GARAGE CONTRACTOR
<br />(n
<br />I o 0 o I o o of =0 loll== ;III
<br />=1 -III of =III=III=III=III= =1 I= I =III= of I -
<br />D1557)
<br />4" -� 1' 4" -�
<br />-
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />- TO CUT BLOCK OR POUR-�
<br />11=10 oo1_-III II II II;1=11 �-
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CURB DUE TO SLOPE
<br />II
<br />CONCRETE SLABW/6X6
<br />a NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION D
<br />TYPICAL EXTERIOR FRAME WALL FOOTING rE
<br />REBAR DETAILS
<br />rF
<br />WALL W/ UPLIFT rG
<br />WWF OR
<br />"FIBERMESH"
<br />^FIBERMESH'
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0"
<br />S3
<br />"= ' "
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3
<br />SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4"=1'-0" S3
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />N ' r ° D
<br />T ° y
<br />co �- - [
<br />'I' - _Z
<br />6x6W1.4xW1.4
<br />SEE PLAN
<br />VARIES
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />D
<br />6 MIL VAPOR D III=1
<br />�-
<br />I = - Z ;_
<br />31/2" WWF OR FIBERMESH
<br />4'
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />10d NAILS TO TRUSS TOP CHORD
<br />SEE ROOF PLAN
<br />WWF OR FIBERMESH �I
<br />S.G.D. {U.N.O.) T
<br />�r
<br />min.)
<br />FOR TRUSS
<br />M
<br />BARRIER P : p 4
<br />N
<br />v A. a a GRADE
<br />SEE PLAN FOR T 24" O.C. MAX.
<br />CONNECTION INFO
<br />�M ° ' :.
<br />COMP. SOIL. �I °
<br />=
<br />r
<br />O° _ - _ _ - - -
<br />- —lill I i I-�-III-I
<br />TOP OF BEAM
<br />&LAYOUT DESIGN
<br />-
<br />a .
<br />(COMPACTED TO 95% -I -T� I I
<br />I iT I I I I iTf TTT
<br />_ __ __ - a
<br />_ -_ - -(1) #5 REBAR w/ OPT.
<br />SEE ROOF PLAN
<br />;� _ = a' . ' a
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />„
<br />_ -_
<br />I .I ={ { {11=6, R N ENCLOSURE
<br />MI_I I_ I I f-1 I I IT_I-III- ''
<br />,.
<br />FOR STRUCTURAL
<br />BEAM SIZE &
<br />_ - -
<br />r
<br />N I- I m 11=
<br />3 MIN. CLR.
<br />(2) #5 REBAR CONT.
<br />11- I (- I- I I-
<br />4 I1-"
<br />w 2X4P.T.
<br />PLATE
<br />CONNECTION INFO
<br />r- I d
<br />coe'-
<br />ON 3" CHAIRS TYP. 4" V-4"
<br />U.N.O.
<br />STD. 90 HOOK (SEE
<br />DETAIL)
<br />MIN
<br />s
<br />'"6°
<br />O.S.B.
<br />I'
<br />{ I_
<br />_
<br />2x4 #2 SYP P.T. FRAMING w/
<br />S
<br />TYPICAL WALL SECTION
<br />rA
<br />TYPICAL THICKENED SLAB EDGE L
<br />n"ESPEa
<br />z
<br />MIN 7l16 O.S.B. SHEATHING
<br />ATTACHED PER NAILING
<br />SEE AlS3/J/S6 dr �4 8
<br />FOR REINF. INFO.
<br />SCALE: = 1'-0"
<br />S3
<br />SCALE: S3
<br />COLUMN
<br />LOCATION
<br />w
<br />0
<br />a
<br />SCHEDULE
<br />OPTION #1
<br />1/2" GYP. BD.
<br />¢
<br />>
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />P.T. 2x
<br />>
<br />SLAB INFORMATION.
<br />2„ HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0 0� CONT. BEAD SEALANT
<br />W
<br />SEE FLOOR PLAN FOR
<br />SLAB STEP & RECESS S.G.D. rM
<br />OPT: DEPRESS SLAB 5 %" DEEP
<br />SCALE: 3/4"=1'-0" S3
<br />AND 6" BEYOND DOOR TO
<br />� ° ¢
<br />.STRUCTURAL COLUMN SIZE
<br />RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />a
<br />° INTERIOR
<br />2X STUDS 24"
<br />@ O.C. U.N.O.
<br />& BASE CONNECTION INFO.
<br />CONCRETE SLAB
<br />EXPANSION JOINT
<br />a ° -3 1/2,
<br />SECURE 2x4 P.T. BTM. PLATE
<br />MASONRY WALL AND
<br />14"
<br />O.H.D. RECESS
<br />13" c
<br />O.H.D. RECESS
<br />GARAGE
<br />" �
<br />w/ 1/4 x3 TAPCONS AT 8
<br />PAD FOOTING
<br />PAVERS
<br />z
<br />"��
<br />`�"
<br />r`' 7M
<br />CONCRETE NAILS W 1 1/2'
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />O.C.
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS c
<br />A
<br />I /
<br />A.•
<br />,1
<br />_ `'
<br />•
<br />'
<br />•-1•
<br />EMBEDMENT 12" O.C.
<br />@
<br />STAGGERED, FROM BOTTOM
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />INSULATION PER CHART
<br />TRIM PER PLAN
<br />_
<br />TO FOUNDATION PAD
<br />MAT REINFORCING. �I
<br />d.•,
<br />CONT. FOOTING STEEL
<br />M
<br />—
<br />-I I I -I I- I �:. ; v. -' - -
<br />-11�-I I •" ;", " 4" T �g
<br />cl' d •• '° --, =r I I--
<br />—• — —• —
<br />�I-� : . • : • - - -
<br />I oo
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#) CONCRETE SLAB
<br />ON FLOOR PLAN
<br />CONT. BEAD SEALANT
<br />v
<br />`"'
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />= K
<br />2
<br />GRADE a °
<br />-_ _- - -_ 4
<br />_�1 ,' „
<br />_
<br />6x6W1.4xW1.4
<br />w/ MIN. (2) #5 VERTICALS
<br />I
<br />=1 �I 'a •, •` T=�
<br />I I -I I 'a •, = I
<br />-
<br />T
<br />WWF OR FIBERMESH �'
<br />"'
<br />FILLED SOLID
<br />Z=
<br />F w
<br />°• - w
<br />I =111=1 I=111 1
<br />:'� -III-
<br />°° _
<br />a
<br />BRICK PAVERS or SLAB PER
<br />o W
<br />00 =
<br />III -III -I I_I=1 1- Z
<br />_I I=1 ■ '' °• -_-_
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<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SCALE: 3/4"=V-0"
<br />S3
<br />SCALE: 3/4"=V-0"
<br />SCALE: N.T.S.
<br />ADDITIONAL INFORMATION.
<br />ADDITIONAL INFORMATION.
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<br />To the best of the Engineer's knowledge, information, and
<br />belief, the structural plans and specifications contained
<br />within these drawings comply with the Florida Building
<br />Code Sth Edition (2014) Residential. Engineer's signature
<br />and seal is only for the structural engineering portions of
<br />the drawing pages bearing Engineer's signature and seal.
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<br />SCALE : AS NOTED
<br />DATE : 2/24/2014
<br />TECH: MJAM ES
<br />VERSION NO.
<br />2.0
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
|