|
III I I I I I 1
<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(O HIGH STRENGTH
<br />(U.N.O.) (OR %" GYP. TYPE "X" @
<br />W/ 2-16d TOE NAILS @ EACH END
<br />2-16d TOE NAILS @ EACH END
<br />(U.N.O
<br />(U.N.O.) (OR / GYP. TYPE X @
<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 />CONNECTIONS. PROVIDE
<br />(1) USP HTW20 WHEN
<br />ABOVE)
<br />CONNECTIONS. PROVIDE (1) USP HTW20
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />TRUSS ALIGNED WITH STUD BELOW
<br />S.P.F. DOUBLE
<br />WHEN TRUSS ALIGNED WITH STUD BELOW
<br />8"x8"x16" 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 @ 16" O.C. U.N.O.
<br />USP SPT24
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(1) ROW 2x BLOCKING @ MID
<br />CONNECTOR
<br />U.N.O.
<br />2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2)
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />_ T J
<br />@16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS
<br />-_
<br />- ----- _- -. - -_ -
<br />SHEATHING REQ'D. FOR ALL
<br />1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />1) ROW 2x BLOCKING @ MID HGT. FOR
<br />16d TOENAILS T & B FOR WALL HGT. > 8'-6".
<br />EXTERIOR OR SHEAR WALLS AS
<br />HGT. < 8'-6". (2) ROWS 2x
<br />BLOCKING @ 3rd PTS
<br />WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />INDICATED ON THE PLAN. ATTACH
<br />FOR WALL HGT. > 8'-6".
<br />@ 3rd PTS FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @GARAGE SIDE IF z
<br />APPLICABLE.
<br />-
<br />I -_
<br />3/8" MORTAR BETWEEN
<br />SHEATHING W/ 8d COMMON NAILS @
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />INSULATION PER CHART
<br />ON FLOOR PLAN
<br />NSULATION PER CHART ON FLOOR PLAN
<br />(1) LAYER TYPE II (#30)
<br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & _�
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />(2) #5 CONT. ON 3" `='
<br />6 x 6 W1.4 x W1.4 •-
<br />- -- - -
<br />- -- - - -
<br />SLAB & BLOCK
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />SP SPT22 CONNECTOR
<br />" x „ "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR
<br />2"°x3/16"PLATE WASHER (TYP.)
<br />1/2"x12"
<br />CHAIRS (TYP.)
<br />`''
<br />ALT: 1/2"x12" TITEN HD 24"
<br />( @
<br />2x P.T. BOTTOM PLATE
<br />(ALT: TITEN
<br />HD @ 24" 2x P.T. BOTTOM PLATE
<br />UNDERLAYMENT FOR ROOF
<br />WWF OR FIBERMESH
<br />-
<br />ELEV. 0'-0"
<br />0 5/8"x '
<br />10 WEDGE ANCHOR
<br />WEDGE
<br />ANCHOR
<br />PITCH >4:12
<br />- --
<br />"
<br />----O.C.0R
<br />A.F.F.
<br />@ C') 11
<br />2
<br />x 6 W1.4 x W1.4
<br />@ 24" OR C j"x10
<br />2 6 x 6 W1.4 x W1.4
<br />, °
<br />°
<br />(2) LAYERS TYPE I OR TYPE II
<br />n a
<br />WWF OR FIBERMESH
<br />WWF OR FIBERMESH
<br />FOR UNDERLAYMENT
<br />(#15 OR #30) UNDERLAYMENT
<br />FOR ROOF PITCH 4:12 OR LESS.
<br />= I =I I I -III= 9
<br />- —I m ° All
<br />i ��� D I IjT I
<br />—1L!—I I I_I 1
<br />I LTI °JI
<br />°
<br />n
<br />n
<br />° " ° n n
<br />z
<br />ELEV-0'-31/2" Z
<br />A.F.F. p
<br />3 1!2°MIN.
<br />31/2" MIN.
<br />REQUIREMENTS SEE R905.
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O.
<br />_
<br />Ii I I I —I
<br />=I I I I �I - I I = -
<br />I
<br />-III=II IN III—
<br />2x4 CONT.
<br />n � ^
<br />_
<br />N
<br />o
<br />�f1fT� - °
<br />C31/2-(
<br />- I9
<br />° ° i _I I 13 1/2 (min.)-
<br />-
<br />• -
<br />4"
<br />-�
<br />II II III
<br />o ° ° _-_- 31/2' (min.)- 4„
<br />—
<br />- _- ° •. = I— I-
<br />�31/2
<br />12
<br />HURRICANE ANCHOR @ EACH
<br />- I I -I I I -I I -I I I I II �''
<br />I I—
<br />n
<br />min. - 4" L
<br />— -
<br />"(min.) - 4'
<br />- —
<br />I I I I -f
<br />(TYP.) VARIES
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />I
<br />g" - �
<br />_-
<br />GARAGE DEPTH VARIES
<br />-- -
<br />- r - III
<br />I
<br />T` - I I I=
<br />METAL PL. UNDER EA. TRUSS
<br />n
<br />�
<br />- - �---
<br />ICI —II I
<br />III- -- - - -
<br />Trr�tr{Tn�rrr In ;I8
<br />MOISTURE BARRIER
<br />2 #5 CONT.'=
<br />4"
<br />1'-4" 8"
<br />(2) #5 CONT.
<br />4
<br />TYPICAL INTERIOR BEARING()
<br />U.N.O. MIN.
<br />INSUL ION LE
<br />SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF
<br />WALL W/OUT UPLIFT rGG
<br />GARAGE SLAB AT STEP(*'-B�
<br />U.N.O.
<br />TYPICAL BEARING WALL
<br />STEP SHEARWALLrc`,*�TYPICAL
<br />BEARING WALL @ STEP("CC
<br />NAILING SCHEDULE ON SHT.
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<br />SCALE: 3/4"=V-0" S3
<br />"SHEAR WALL"
<br />SCALE: 3/4"=V-0"
<br />S3
<br />SCALE: 3/4"=V-0" S3
<br />ELEV. VARIES
<br />FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />-
<br />5/8" OR 1/2' HIGH
<br />ALUMINUM DRIP
<br />Z�NV°J
<br />STRENGTH CEILING
<br />EDGE
<br />BOARD PER CODE OR 5/8"
<br />ALUMINUM FASCIA
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />GYP. TYPE "X" @GARAGE
<br />W/A HABITABLE ROOM
<br />12" 2x SUB FASCIA
<br />NAILED W/ 8d COMMON NAILS @ 4" 0/C
<br />ABOVE) W/DRYWALL
<br />.N.O.
<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 />EE SOFFIT
<br />SHEET
<br />2x STUD
<br />LOAD BEARING OR
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />MAN°�s
<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 />/
<br />FOR WALL HGT. < 8'-6". (2)
<br />NOTE: 7
<br />INSULATION PER
<br />8"x8"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
<br />FOR WALLBLOCKING
<br />SEE SECTION C/S3 FOR HGT.KI 8 6@ 3rd PTS
<br />CHART ON FLOOR
<br />FILLED SOLID W/GROUT
<br />- #5 VERT. IN FILLED CELL
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />PLAN
<br />SEE CC/S3 OR 0;
<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 />5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16"
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS
<br />TO FOOTER BELOW 90 HOOK 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 />@
<br />STD. 90•HOOK (SEE DETAIL)
<br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />SP SPT22 @ EA. STUD
<br />_ _
<br />2x P.T. PLATE W! 7" EMBEDMENT (MIN. SHEAR
<br />TYPE "S" MORTAR
<br />WALL SEE GG/S3)
<br />(6) 1/4"x3 1/4" TAPCONS
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />ZX P.T. PLATE
<br />SPACE ANCHOR 3500#, MIN. TENSION 2600#)
<br />`USP SPT22 TYP. SPACED EVENLY
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />20" MIN. LAP [24"MIN. LAP]
<br />#5 REINFORCING
<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 />;' _
<br />END OF 2" x PLATE WWF OR FIBERMESH •- d
<br />,
<br />ARCHITECTURAL
<br />ASSUMED FINISHED
<br />E
<br />PER MANUF.
<br />#3 OR #4 REINFORCING BAR
<br />ILIU
<br />, °
<br />1x2 PT WD FURRING @ 24' O.C.
<br />FINISH
<br />(1) #5 VERT. IN FILL
<br />t t GRADE
<br />MONO OR STEMWALL t� �
<br />s r, n . P
<br />;, ° D
<br />� - t• °
<br />z
<br />FINISH GRADE
<br />#3 & #4 LAP SPLICE
<br />25"MIN_ LAP [30" MIN. LAP]
<br />GRADE 40 MIN. Fy= 40kSi �
<br />GRADE 60 MIN. F - 60ksi]
<br />[ y a
<br />------
<br />_ ° p.
<br />I I III— °°j�j �� 4
<br />�I 11=I I( -III ��-
<br />--I
<br />1/2" GYPSUM WALLBOARD
<br />� �
<br />u
<br />I
<br />' �I —I I — °
<br />, I I I=�11�
<br />U.N.O.
<br />CELLS (SEE
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />FOOTING MONO SHOWN p h ��
<br />FOR CLARITY �' _ - °°
<br />, �, c> r. � III=l I— I III -III I
<br />_
<br />I _ I I
<br />6 MIL VAPOR BARRIER
<br />=
<br />a0
<br />-III=I T
<br />-- - _ N z T
<br />r`
<br />#5 REINFORCING BAR
<br />LLJ
<br />R 1 7/8"
<br />°
<br />_
<br />-r I W I I I - I =r
<br />-� I
<br />1x4 P.T. BASE NAILER-I_I
<br />�' - -_
<br />-J1 -
<br />#5 LAP SPLICE
<br />—
<br />(2) #5 CONT.
<br />T` r
<br />4"x4"INSPECTION
<br />� ° _
<br />-_
<br />NOTE; c I I_I_I- III -III III —III —I
<br />•
<br />;
<br />-
<br />36" MIN.
<br />���
<br />ON 3" CHAIRS
<br />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />g III --III=III c.t
<br />*FOR BEARING WALL - =1 r-
<br />III- I III I_Li
<br />o
<br />COMP. SOIL. (COMPACTED TO - - _
<br />LAP [36" MIN. LAP]
<br />\
<br />(TYP.) 8" 1'-4" 8"
<br />MIN. 2500 PSI CONC. SLAB
<br />FILLED CELL TYPICAL
<br />- __I _
<br />_
<br />W/ UPLIFT ONLY --
<br />-_- 1 -
<br />o - _
<br />95 /o MODIFIED PROCTOR ASTM (=I I
<br />-
<br />I 1-I1III
<br />-I I
<br />rr
<br />10"
<br />MIN PSI MAY VARY PER
<br />c= GE CONTRACTOR
<br />cn
<br />- - _ =11
<br />- _
<br />II I :III- III III -III __= ( III _ =III-
<br />I I- III III -III III I_I_-III III III III
<br />D1557) fI
<br />4" V-4"
<br />I rrr
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />TAT O CUT CKPOUR
<br />-III -I.
<br />Ili —III —III III II111111 l)I I,;,III III
<br />#6LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CURB DUE TO SLOPE
<br />CONCRETE SLABW/6X6
<br />aw NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION D
<br />TYPICAL EXTERIOR FRAME WALL FOOTING E
<br />REBAR DETAILS
<br />F
<br />WALL W/UPLIFT rG
<br />W1.4XW1.4 WWF OR
<br />"FIBERMESH"
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SCALE: 3/4"=V-0" S3
<br />SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4"=V-0" S3
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />Ev
<br />N ' ° e
<br />I' Z
<br />6 x 6 W1.4 x W1.4
<br />SEE PLAN
<br />RIES
<br />1 1/2" RECESS FOR VA 6 x 6 W1.4 x W1.4 _
<br />3 1/2" WWF OR FIBERMESH
<br />FRAME -DOWN FALSE BEAM w/ 3
<br />( )
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH N
<br />6 MIL VAPOR �_ P
<br />_ _ _
<br />z �-
<br />min.) 4"---,10d
<br />NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />'r 4
<br />BARRIER u : D
<br />-
<br />N
<br />° GRADE
<br />SEE PLAN
<br />AT 24" O.C. MAX.
<br />FOR
<br />CONNECTION INFO
<br />4
<br />•
<br />COMP. SOIL. °
<br />- a
<br />00 - �
<br />_ _ _ - __ _-_- - -
<br />TOP OF BEAM
<br />&LAYOUT DESIGN
<br />a - -
<br />(COMPACTED TO 95% - 1TJ-1TJ
<br />MODIFIED PROCTOR I I I T=T=1
<br />-
<br />I I [
<br />- _ _ - -(1) #51REBAR w//OPT.
<br />- - - -
<br />SEE ROOF PLAN
<br />STRUCTURAL
<br />-d o °. o
<br />L —II
<br />ASTM D1557)
<br />I ICrR IVIV_�NCLOSURE
<br />=LLFFOR
<br />=TI - I
<br />'��
<br />�- d LhTr TrL
<br />I I
<br />BEAM SIZE &
<br />N ' a �T
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT.
<br />4'' ` " T�-
<br />2xaTz '
<br />CONNECTION INFO
<br />e41
<br />c > _ 8
<br />ON 3" CHAIRS TYP. 4" 1'-4"
<br />STD. 90 HOOK SEE
<br />(
<br />DETAIL)
<br />MIN.
<br />7n6• I
<br />O.S B.
<br />- I'
<br />U.N.O.
<br />I
<br />2x4 #2 SYP P.T. FRAMING w!
<br />_ -
<br />I III''
<br />I
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE A/S3/J/S6 �*-4 g"
<br />TYPICAL WALL SECTION
<br />A
<br />TYPICAL THICKENED SLAB EDGE L
<br />_
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />SCALE: 3/4" = 1'-0"
<br />S3
<br />SCALE: 3/4"=1'-0"
<br />S3
<br />COLUMN
<br />LOCATION w p
<br />SCHEDULE
<br />OPTION #1
<br />1/2" GYP. BD.
<br />j
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />P.T. 2x
<br />> -j
<br />SLAB INFORMATION.
<br />2„ HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />w
<br />W
<br />SLAB STEP & RECESS S.G.D. rM
<br />0'-0 „ CONT. BEAD SEALANT
<br />SEE FLOOR PLAN FOR
<br />OPT: DEPRESS SLAB 5 %" DEEP
<br />SCALE: 3/4"=1'-0" S3
<br />AND BEYOND DOOR TO
<br />`-Q
<br />_
<br />STRUCTURAL COLUMN SIZE
<br />RECEIVE PAVERS /DRIVEWAY BLOCK WALL BEYOND
<br />I
<br />BLOCK WALL BEYOND
<br />INTERIOR - 2X STUDS @ 24" O.C. U.N.O.
<br />& BASE CONNECTION INFO.
<br />CONCRETE SLAB
<br />EXPANSION JOINT �
<br />,
<br />31/2"
<br />SECURE 2x4 P.T. BTM. PLATE
<br />MASONRY WALL AND
<br />14"
<br />O.H.D.
<br />RECESS
<br />13" •�
<br />O.H,D. RECESS
<br />a �-
<br />-
<br />GARAGE
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />PAD FOOTING
<br />PAVERS
<br />q Z
<br />v
<br />r
<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
<br />M
<br />EMBEDMENT @ 12" O.C.
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />TRIM PER PLAN
<br />E
<br />TO FOUNDATION PAD d
<br />�. ;
<br />.
<br />�- ; ; •;
<br />STAGGERED, FROM BOTTOM
<br />- - INSULATION PER CHART
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. `Qt '
<br />L_
<br />-t •. •.
<br />�r
<br />�'' ' ' _
<br />-I I 1=II ', • lI I'
<br />• :(MIN.
<br />-I I r I
<br />PLATE TO CONCRETE
<br />SHEAR 180#MIN.
<br />ON FLOOR PLAN
<br />CONT. BEAD SEALANT
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />r.
<br />tom,
<br />_ z
<br />� _
<br />Rq
<br />oo
<br />," �� I I oo
<br />4 �-
<br />TENSION 120#) CONCRETE SLAB
<br />E
<br />_ _
<br />M
<br />W/ MIN. (2) #5 VERTICALS
<br />III 1-1
<br />.,
<br />—I I _
<br />••
<br />_ 6 x 6 W1.4 x W1.4
<br />T WWF OR FIBERMESH M
<br />FILLED SOLID
<br />z =
<br />_ �- w
<br />-IIIa • - ! =1
<br />_ _
<br />=III-1 =III U
<br />III=1
<br />y _
<br />—_ — y —
<br />II I I ..
<br />oo
<br />n. w o
<br />_-1I 11=
<br />I
<br />BRICK PAVERS or SLAB PER
<br />p o _
<br />- ! • '!� - - z a
<br />SEE A/S3 OR J/S6 �I I I I„II,,, , �=
<br />SEE A/S3 OR J/S6 I I llTR l l
<br />0-0" FIN. FLR.�
<br />COMMUNITY SPECS
<br />" v'-I
<br />_ - -
<br />- I' - -I 1 111—__III-III=1 - = 1
<br />M-u=l C -
<br />I I- 1= 11=1 -=I w
<br />III III- III- = III =III -' FOOTING -1
<br />FOR REINF. INFO. 3" MIN.
<br />CLEARANCE
<br />FOR REINF. INFO. 3 MIN. CLEARANCE
<br />BARRIER ERPOR
<br />-(I
<br />I -I I I-�-1 111-
<br />-=III _ .
<br />-III III- =). - 1 111=' BEYOND
<br />1' " (1 STORY) / V-8"
<br />(1 STORY w/ DEPRESSED SLAB OPT.)
<br />1'-4" (1 ST RY)
<br />_
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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" S3
<br />SCALE 3/4"=1'-0"
<br />SCALE: N.T.S. S3
<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 5th 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: FFLORES
<br />VERSION NO. 10
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
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