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<br />J
<br />FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />12
<br />P') VARIES /
<br />INSU
<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 -J
<br />CHART ON FLOOR
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />V (1) ROW 2x BLOCKING @ MID
<br />2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'4'. (2)
<br />@16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS
<br />16d TOENAILS T & B FOR WALL HGT. > V-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE.
<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 />(1) LAYER TYPE II (#30) (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 C"!
<br />UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH
<br />PITCH > 4:12 0 °
<br />(2) LAYERS TYPE I OR TYPE II
<br />(#15 OR #30) UNDERLAYMENT -I - I (=I I I=I m ° ° �' I -I I --I =I
<br />FOR ROOF PITCH 412
<br />OR LESS
<br />. � � I, � �I-1_�I I I=� o , • � �
<br />PRE ENGINEERED WOOD( -
<br />TRUSS @ 24" O.C. U.N.O.11=� I=ll=i I I=I I I -I i
<br />-I 11=LI L-I I rI I IEd I E=I
<br />RRICANE ANCHOR @EACHtIIITII�1I 1I I 1 1
<br />HU� 1
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER TYPICAL INTERIOR BEARING
<br />SHINGLE ROOF
<br />/_
<br />7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG
<br />NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION
<br />SN1 FOR ADDITfONAL SLAB SCALE:3/4"=1'-0" S3
<br />ELEV. VARIES
<br />a.N.O.
<br />INFORMATION.
<br />UMINUM DRIP
<br />GE
<br />UMINUM FASCIA
<br />SUB FASCIA
<br />E SOFFIT
<br />7Vr
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR $" GYP. TYPE ")C@3FSTUDBELOW
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM
<br />GARAGE W/A HABITABLE ROOMEACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL)
<br />ABOVE)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE STUD BELOW
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/
<br />(12)1Old 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 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6".
<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 />4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C,)
<br />3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY"
<br />SLAB & BLOCK 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 />T
<br />`- (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />"' ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24"
<br />OIL x 6 W1.4 x W1.4 INCLUDE THE WALL
<br />Q A.F.F. O.C.) 2 ATTACHMENTS 2rl 6 x 6 W1.4 x W1.4
<br />a a WWF OR FIBERMESH WWF OR FIBERMESH
<br />z 31/2"MIN. �31/2"MIN.
<br />ELEV.-0'-31/2" z
<br />=IIIIII--°
<br />a QA.F
<br />° -IIIT 31I ° �."� /• -
<br />-1 al
<br />l
<br />�I mx4 C. w
<br />41/2 (min.)- 4 1/2 (min.)-
<br />00
<br />� ET-i3c2 )4n ( III � /n II(�II��
<br />GARAGE DEPTH VARIES _ _ I _
<br />I -III f-I I-III-f I -III I I T -I I I -I I III-I'I 1= I I I=III
<br />Q _
<br />'-IIIiii1l�t�I,III I��L_i 'I 41tLii I14�IHI8'
<br />(2) #5 CONT. 4" V-4" 8" (2) #5 CONT.
<br />U.N.O. MIN. \ U.N.O. MIN.
<br />GARAGE SLAB AT STEP B TYPICAL BEARING WALL @ STEP (0)SHEARWALL c 1 TYPICAL BEARING WALL @ STEP CC
<br />SCALE: 3/4"=V-0" S3
<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 />"SHEAR WALL" SCALE: 3/4"=V-0"
<br />Qcs ��Ecs�cJ
<br />M
<br />SCALE:3/4"=V-0" � S3
<br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" OIC 10 os� �s
<br />1 ROW 2 BLOCKING MID HGT
<br />SHEET
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />\
<br />( ) x @
<br />FOR WALL HGT. 8'-6". (2)
<br />NOTE:
<br />EXTERIOR WALL
<br />8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />/'
<br />_<
<br />8"x8"X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />1 x P.T. STUD
<br />2 ROWS OF 2x BLOCKING THIRD POINTS
<br />O @
<br />APPLICATION
<br />SEE SECTION C/S3 FOR
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > 8'-6".
<br />FILLED SOLID W/GROUT
<br />-
<br />#5 VERT. IN FILLED CELL
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />GYP. WB (MIN.)
<br />1/2"SIDE
<br />SIMPSON N wl
<br />SEE CC/S3 OR
<br />G/S3 FOR ANCHOR
<br />N
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 FiOOK DETAIL
<br />.GARAGE
<br />SIDE IF APPLICABLE.
<br />�8" C.M.U. TYPICAL
<br />BOLT INFO.
<br />5/8"x6" "J" BOLTS BOLT
<br />x W S BOLT @ 24" 0!C W/ 2"°X 3/t6"
<br />PLATE WASHER TYPICAL
<br />PLATE
<br />3RD LAYER 1/8 THICK.
<br />K.O. BLOCK
<br />IL
<br />(10)10d NAILS
<br />5/8"DIA. EXPANSION BOLT @24 " O.C.
<br />(IF NO UP LIFT ON
<br />@ 24" O.C. VERT. OR
<br />2x P.T. PLATE
<br />W/ 7" EMBEDMENT (MIN. SHEAR
<br />TYPE "S" MORTAR
<br />WALL SEE GGlS3)
<br />5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />SPACE ANCHOR
<br />3500# MIN. TENSION 2600#) .__
<br />*SIMPSON SP1
<br />(6) 1/4"x3 1/4" 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 />BOLTS 6" MAX FROM
<br />E
<br />6 x 6 W1.4 x W1.4 �,
<br />w/ (10)10d NAILS
<br />-
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR Q
<br />END OF 2 PLATE
<br />WWF OR FIBERMESH -
<br />�
<br />ARCHITECTURAL
<br />FINISH
<br />TYP.
<br />�
<br />2x P.T. PLATE
<br />ASSUMED FINISHED
<br />�
<br />uI
<br />PER MFR INSTRUCTIONS
<br />w
<br />#3 OR #4 REINFORCING BAR 0
<br />I GRADE 40 MIN F = 40ksi :3
<br />c
<br />C1.)
<br />. .. .
<br />1x2 PT WD FURRING @ 24" O.C. GRADE N o e ° D _ z_ #3 & 94 LAP SPLICE v Tj=i I I-1_�(_ m • I I -I I h=III-I I- o
<br />_ _ FINISH GRADE O0 [GRADE 60 MIN. 4y 60ksi] a 1=III=11I= I I D I III=1 I 1=I
<br />z M 25" MIN. LAP [30" MIN. LAP] g ' I -II I -III I -I °• • I I I I=1 I -I I -I 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL %11'1"
<br />o 1I I=
<br />-II _ Lu 1=
<br />CELLS (SEE FOOTING MONO SHOWN P ° -=1 (LU
<br />0 U.N.O. 00 DFOUNDATION PLAN FOR CLARITY _ _ _ 6 MIL VAPOR BARRIER i ; °-I I -I II. R 1 7/8" `� I I__ 1 II I -I I I -I I I=I I I= #5 REINFORCING BAR -III . I I1=I I1=-fl 1=III TI1=III
<br />FOR LOCATIONS) ° o (=III -III -III 1= 11- i _
<br />1x4 P.T. BASE NAILER ° 1 -I 1=1 I 1=111=111- ? t I o ' I 1=II -�- r #5 LAP SPLICE (2) #5 CONT. =I I I I ICI I I, , ,
<br />4"x4" INSPECTION °= I I I= (- 11=1 I I I • I LI-I I I=III=1
<br />31/4" BASEBOARD PORT AT EACH NOTE: g I I=III- - =Illy = N , ° II ON 3 CHAIRS
<br />III I I=I I � I I I -I I � I I 36" MIN. LAP [36" MIN. LAP] g° 1 �-}�� g��
<br />FOR BEARING WALL I -I - -1 - - I- COMP. SOIL. (COMPACTED TO -11 _ _ - _ - (TYP.)
<br />FILLED CELL TYPICAL _ _ _ _ _ _ _ -I 95%MODIFIED PROCTOR ASTM �= I =I (� III=III=�=I (I= I 10"
<br />MIN, 2500 PSI CONC. SLAB /C,) AT GARAGE CONTRACTOR W/ UPLIFT ONLY 11 v 1 Iv I =1 FE M I-1 I (-I v I-1 -I (- I - 1 i-) v I-1 v =1 1=1 I Iv D1557) -Ir I I „1111, II, �,1 1 �,11, IIIII r
<br />MIN PSI MAY VARY PER cn - I I= v v v v 1 v vl v v) v v v v v -1 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK
<br />MUNICIPALITY. TO CUT BLOCK OR POUR - �- v-1 v 1_-1 v 1 v„1 1 i i ,1 1; Ti ivvTi- I #s LAP SPLICE TYPICAL INTERIOR BEARING
<br />CURB DUE TO SLOPE
<br />CONCRETE SLABW/6X' 6 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT rG
<br />w1.4XW1.4 WWF OR - DECO FINISH 4" to 6"
<br />"FIBERMESHSEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"='
<br />1-0" SCALE: 3/4"=V-0" SCALE: N.T.S. SCALE: 3/4"=V-0"
<br />BELOW GRADE S3 SEE TYP WALL SECTION FOR ADDITIONAL S3
<br />.0 SLAB INFORMATION.
<br />r00
<br />�,=T-I I' ° y° D I 6 x 6 W1.4 x W1.4
<br />° 31/2" WWF OR FIBERMESH
<br />6 MIL VAPOR o ( I I I I= = z min.) 4"
<br />BARRIER I ( D ; D 'r 4 I III - a ° ° d GRADE
<br />COMP. SOIL. I11 • • N a •
<br />(COMPACTED TO 95%=I I I I=
<br />MODIFIED PROCTOR TRH -I
<br />ASTM D1557)
<br />(2) #5 REBAR CONT._/3" MIN. CLR.
<br />ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE
<br />U.N.O. 4" V-8" (2 STORY) DETAIL)
<br />TYPICAL WALL SECTION A
<br />SCALE: 3/4" =1'-0" S3
<br />OPT: DEPRESS SLAB 5Y2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14"
<br />PAVERS O.H.D. RECESS �. z
<br />�M
<br />IT IT II-1 f�l I -1 Q • 11 I-111= I 'r
<br />-I I NEI I I , .• .. 4 �-
<br />I=IImI - Ik
<br />I I IEEji 11II I
<br />�II •:_.'.., III
<br />SEE A/S3 OR J/S6 EFT-1
<br />FOR REINF, INFO. 3" MIN. CLEARANCE
<br />1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STOR
<br />GARAGE DOOR SLAB RECESS J,1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />00 IEE
<br />_ -(1) #5 REBAR w/ OPT.
<br />I=SGREN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=V-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13
<br />O.H.D. RECESS
<br />CV '
<br />'.
<br />M
<br />•
<br />M � ' I I-_--.TI-1 I -I , . • ' �:.... •.
<br />IIG
<br />` III �I �. I t-
<br />_
<br />j .
<br />=111�11 .. � � ;.::
<br />I r
<br />I
<br />Z �I I I I ��. •�' ' ��
<br />1�4111�
<br />�I I I-
<br />•.
<br />II
<br />LF
<br />_T ..
<br />SEE A/S3 OR J/S6 ilk111�, I111jIIk
<br />FOR REINF. INFO.
<br />3" MIN. CLEARANCE
<br />V-4" (1 ST
<br />RY)
<br />1'-8" (2 STC
<br />RY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR
<br />SCALE: N.T.S.
<br />S3
<br />ADDITIONAL INFORMATION.
<br />SLAB INFORMATION.
<br />P.T. 2x 1/2" GYP. BD.
<br />HOLD GYP. BD.
<br />tar 1/2" FROM SLAB
<br />U-0" CONT. BEAD SEALA�
<br />a
<br />• INTERIOR
<br />d
<br />A •..
<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 />_ <A a
<br />E _
<br />co 6MILVAPOR --��
<br />BARRIER
<br />S3
<br />S3
<br />VARIES
<br />SEE PLAN
<br />1 1/2" RECESS FOR
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />°�N a .
<br />AT 24" O.C. MAX. . • x CONNECTION INFO
<br />SEE PLAN FOR
<br />&LAYOUT DESIGN
<br />M a --
<br />TOP OF BEAM
<br />_
<br />a -
<br />.a I I 11TI
<br />711
<br />SEE ROOF PLAN
<br />(2) HTS20 FOR STRUCTURAL
<br />c
<br />r
<br />-° ° , T
<br />- a
<br />; ,1I�-�I I
<br />_III,
<br />E
<br />BEAM SIZE &
<br />i; '
<br />I
<br />CONNECTION INFO
<br />Cl) 4 =
<br />•i i � � � 111
<br />i 2x4 #2 SYP P.T. FRAMING w/ T11 I , ,III=I 1" 1 11'
<br />i MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 � tr- 8"
<br />z ATTACHED PER NAILING FOR REINF. INFO.
<br />w ° SCHEDULE
<br />OPTION #1
<br />� SEE TYP. WALL SECTION FOR ADDITIONAL
<br />j w 6x6 P.T. #2 SYP SLAB INFORMATION.
<br />J
<br />o
<br />W
<br />ABU66
<br />SLAB STEP & RECESS S.G.D. rM
<br />SCALE:3/4"=1'-0" S3
<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"x3" TAPCONS
<br />� MASONRY WALL AND
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />AT 8" O.C.
<br />PAD FOOTING
<br />ATTACHMENTS & 18/D1
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL �-
<br />EXTEND FILL CELLS
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />TO FOUNDATION PAD
<br />INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL MAT REINFORCING. �' '
<br />ON FLOOR PLAN
<br />SIZE VARIES PER PLAN
<br />M
<br />CONT. BEAD SEALANT
<br />w/ MIN. (2) #5 VERTICALS
<br />00 ? GRADE a
<br />-_-_
<br />r,
<br />FILLED SOLID (SEE PLAN FOR
<br />= 6 x 6 W1.4 x W1.4 cat
<br />SIZE AND REINFORCEMENT)
<br />C7 =11 Iv I 1 a a • v 11=1 11=1
<br />'- WWF OR FIBERMESH '-
<br />"'
<br />V-0" FIN. FLR.
<br />BRICK PAVERS or SLAB PER
<br />COMMUNITY SPECS
<br />z � w
<br />w-III -- v I=III-III- Z
<br />p a `n �I I -I ! • ° a = v-m-�_ z
<br />LL U) -- - -- a
<br />Iv =1 v vl v I I v vl I I v I I _ w
<br />I- FOOTING -'
<br />a a
<br />111=1I1=III-III=III
<br />r,��-III-III-
<br />_
<br />- � I III -III -III -I 11=1 I I I I I=l 11=1 I I- c�
<br />r
<br />I I
<br />1111
<br />I� I I I I, 11 1 I 1 1 I l-' BEYOND
<br />_III
<br />I-
<br />II I� t-
<br />t t-I,
<br />•
<br />I l l lvl I
<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />°
<br />SEE FOUNDATION
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />4" 4" CONIC. PAD INFO.
<br />" � � ��w � SEE SCHEDULE
<br />INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMINGrCD12 PATIO COLUMN FTG. DETAILrN
<br />SCALE: 3/4"=V-0" S3 KALE: 3/4" -0" SCALE: N.T.S. S3
<br />v
<br />v
<br />v
<br />v
<br />_s]
<br />Q
<br />A .
<br />Zz tj o
<br />"0
<br />44
<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2017 Florida Building Code -
<br />Residential
<br />6th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB
<br />NO:
<br />20-1785
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
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