|
00
<br />71/11F
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8"OR 1/2" HIGH STRENGTH
<br />s „ „ „
<br />(U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS
<br />„
<br />s „ „ „ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS
<br />(OR / GYP. TYPE X @
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />.) EACH END (WHEN PARALLEL)
<br />GARAGE
<br />GARAGE W/A HABITABLE ROOM
<br />f
<br />ABOVE ) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. PROVIDE
<br />(1) SIMPSON SP1 w/
<br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />STUD BELOW
<br />TOP PLATE STUD BELOW
<br />3/8" MORTAR BETWEEN COURSES
<br />SIMPSON SP2 w/
<br />(12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />SIMPSON SP2 w/ 2"x S.P.F, (OR EQUAL) STUDS @ 16" O.C.
<br />(1) ROW 2x BLOCKING @ MID
<br />(12)10d NAILS 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 />- -i
<br />@16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS
<br />16d TOENAILS T & B FOR WALL HGT. > 8'-6".
<br />SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS
<br />5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR
<br />2"x3/16" PLATE WASHER (TIDWALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6".
<br />(ALT: 1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-6".
<br />1/2" GYP, WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE.
<br />3/8" MORTAR BETWEEN
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN
<br />4' O.C. @BOUNDARIES, 6 O.C. @
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />O.C. OR 5/8"x10' WEDGE AINSULATION PER CHART ON FLOOR PLAN
<br />@ 24 O.C.)
<br />"SIMILAR AT FOUNDATION
<br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & .�
<br />SLAB & BLOCK
<br />IMPSON SP1 w/ (10)10d
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />NAILS
<br />IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10) 10d NAILS
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />2 #5 CONT. ON 3" �'
<br />=
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />STEP, SIZE OF FOUNDATIO
<br />U LAYER TYPE II (#30)
<br />UNDERLAYMENT FOR ROOF
<br />C 6 x 6 W1.4 x W1.4 �
<br />CHAIRS (TYP.) WWF OR FIBERMESH °'
<br />T
<br />`'
<br />ELEV. 0'-0"
<br />(ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE
<br />REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE
<br />PITCH > 4:12
<br />A.F.F.
<br />OR 5/8"x10' WEDGE ANCHOR @ 24°
<br />O.C.) 2„ x 6 W1.4 x W1.4
<br />INCLUDE THE WALL
<br />ATTACHMENTS 6 x 6 W1.4 x W1.4
<br />D °
<br />(2) LAYERS TYPE I OR TYPE II
<br />°
<br />° ° a
<br />WWF OR FIBERMESH
<br />WWF OR FIBERMESH
<br />FOR uNDERLAYMENr
<br />(#15 OR #30) UNDERLAYMENT
<br />FOR ROOF PITCH 4:12 OR LESS.I
<br />III� I I I=I fe I �I I 1L=I I (o
<br />I III I I �IT�1 -
<br />D /P_1FI
<br />' -III-III-III=I D • (1T°
<br />° ° °a
<br />°
<br />° ° ° ° ° ° ° ° a ° a
<br />°
<br />ELEV. -0'-3 1/2"
<br />p
<br />31/2"MIN.
<br />31/2"MIN.
<br />°
<br />REQUIREMENTS SEE R905.
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O.
<br />-f -_-°
<br />I I �-,I I I I�I=I _- I
<br />- _ _
<br />�I III- I I �11
<br />I
<br />° °
<br />°
<br />°
<br />° 2x4 CONT. ° a
<br />d ° ° d
<br />° g ° ° °
<br />A.F.F.
<br />t�
<br />-
<br />-
<br />N
<br />i
<br />I -1 I ll ] 3112 (min.)- 4
<br />_ - D r�
<br />- - - p -I-IT�--�-
<br />i „
<br />a ' _ I�I I �I I- 31/2 (min.)- 4
<br />- D ° / _
<br />- p •. I -I 11=i I
<br />12
<br />ANCHOR @ EACH
<br />-_
<br />=1 I I I-L=1 I II I V11�Ia
<br />I II I
<br />" -I III -I I I I
<br />I I° ° 4 °a
<br />° ° °
<br />GARAGE DEPTH VARIES
<br />/2"(min.)-4" II =I I =I I III=III-
<br />_ - I.
<br />_ -III-) I �,� 1
<br />31/2"(min.) - 4"-III-1 I I =I �HURRICANE
<br />- _ T
<br />- -) I �I •I
<br />(TYP.)
<br />VARIES
<br />TRUSS SEE UPLIFT SCHED. W/
<br />( )
<br />8 4I
<br />°
<br />° d ° °
<br />__
<br />I f I I-1 I!_i ITI_I 11 I�=I I I
<br />' 11
<br />_ I I=III I I III 1111 I IT_I-I I
<br />IF
<br />I
<br />METAL PL. UNDER EA. TRUSS
<br />° a
<br />°
<br />-I -I! I-ITI=ITI-I -I II'
<br />#5 CONT.
<br />[= 4 I=111=�1
<br />#5 CONT.
<br />MOISTURE BARRIER
<br />TYPICAL INTERIOR BEARING
<br />(z) 4" 1'-4" 8"
<br />(2)
<br />MIN.
<br />INSULATION LE
<br />SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF
<br />WALL W/OUT UPLIFT GG
<br />GARAGE SLAB AT STEP B
<br />TYPICAL BEARING WALL STEP I SHEARWALL
<br />C
<br />U.N.O.
<br />TYPICAL BEARING WALL a@ STEPrcC
<br />NAILING SCHEDULE ON SHT.
<br />SN1
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0"
<br />S3
<br />SCALE: 3/4"=V-0"
<br />S3
<br />"SHEAR WALL" SCALE: 3/4"=1'-0"
<br />S3
<br />SCALE: 3/4"=V-0"
<br />S3
<br />ELEV. VARIES
<br />FOR ADDITIONAL SLAB
<br />-
<br />1-1111
<br />INFORMATION.
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM DRIP
<br />STRENGTH CEILING
<br />EDGE
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />ALUMINUM FASCIA
<br />\12'N.O.
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />e�5
<br />W/A HABITABLE ROOM
<br />2x SUB FASCIA
<br />NAILED W/ 8d COMMON NAILS @ 4" O/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 />2x STUDS 16" 0/C
<br />@
<br />INSULATION PER FBC AND ENERGY
<br />�M�Ms
<br />��N �pV
<br />1GON��N
<br />(1) ROW 2x BLOCKING @MID HGT.
<br />CEILING & 8" O.C. WALLS
<br />EXTERIOR WALL 8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />\
<br />/'
<br />FOR WALL HGT. < 8'-6". (2)
<br />NOTE:
<br />INSULATION PER
<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 />APPLICATION
<br />ROWS 2x BLOCKING @ 3rd FITS
<br />SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6".
<br />CHART ON FLOOR
<br />PLAN
<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 />1/2" GYP. WB (MIN.) @GARAGE
<br />1x2 P.T. HORIZONTAL
<br />SEE CC/S3 OR N
<br />G/S3 FOR ANCHOR
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />SIMPSON SP1 w/ SIDE IF APPLICABLE.
<br />NAILER
<br />8 C.M.U. TYPICAL
<br />"
<br />BOLT INFO. 5/8"x6" "J" BOLTS BOLT
<br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16"
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8"THICK.
<br />K.O. BLOCK
<br />(10)10d NAILS
<br />5/8"DIA. EXPANSION BOLT 24 " O.C.
<br />@
<br />STD. 90-HOOK (SEE DETAIL)
<br />TYPE "S" MORTAR
<br />( 24" O.C. VERT. OR
<br />IF NO UP LIFT ON @
<br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />6 1/4"x31/4" TAPCONS
<br />SIMPSON SP1 ()
<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 />x
<br />#5 REINFORCING
<br />SPACE ANCHOR
<br />°
<br />BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 -E
<br />w/ (10)10d NAILS -
<br />N 2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR W
<br />N
<br />END OF 2" x PLATE WWF OR FIBERMESH M
<br />1x2 PT WD FURRING @ 24" O.C.
<br />ARCHITECTURAL
<br />FINISH
<br />TYP.
<br />ASSUMED FINISHED
<br />' ' GRADE
<br />c
<br />�, _ D D
<br />PER MFR INSTRUCTIONS
<br />z
<br />#3 OR #4 REINFORCING BAR
<br />#3 & #4 LAP SPLICE
<br />w
<br />o
<br />GRADE 40 MIN. Fy= 40ksi
<br />- D °
<br />I 0°
<br />1/2" GYPSUM WALLBOARD
<br />(1) #5 VERT. IN FILL
<br />MONO OR STEMWALL ° z_
<br />r, a
<br />-_ -_ a. D
<br />-
<br />FINISH GRADE
<br />25"MIN. LAP [30" MIN. LAP]
<br />[GRADE 60 MIN. Fy= 60ksi] 0-
<br />¢
<br />-I I III-
<br />1-III= I=I I
<br />�L,
<br />• •
<br />U.N.O.
<br />CELLS SEE
<br />(
<br />FOUNDATION PLAN
<br />FOOTING MONO SHOWN °D p _ oO
<br />FOR CLARITY
<br />6 MIL VAPOR BARRIER -III I I R
<br />I
<br />°°
<br />11 I--�=
<br />#5 REINFORCING BAR
<br />R 1 7/8"
<br />�-
<br />-11
<br />1x4 P.T. BASE NAILER
<br />FOR LOCATIONS}
<br />D p o ° o I-III-III-III-III=III=�
<br />° III=1 I I=1I =I I I=I I I=1I I= ?
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<br />II='i'-1I1=) I=II k r
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<br />(2) #5 CONT.--iII-III-III,,, I I,, I
<br />D _ _
<br />I I
<br />I I ��I I -III-(
<br />#5 LAP SPLICE
<br />31/4" BASEBOARD
<br />4"x4" INSPECTION
<br />PORT AT EACH
<br />- _ __ __ -_
<br />I=1 � I -I � I=III III III I I_
<br />-AI
<br />NOTE: g III -III -III I I I I -III N
<br />T
<br />FOR BEARING WALL 1=III=1 I I I I -III
<br />•
<br />COMP. SOIL. (COMPACTED TO - I D
<br />III=J._l_I
<br />- - _
<br />36"MIN. LAP [36" M(N. LAPJ
<br />ON 3"CHAIRS $„ 1,�„ g„
<br />(TYP.)
<br />MIN. 2500 PSI CONC. SLAB
<br />FILLED CELL TYPICAL
<br />-III-
<br />W/ UPLIFT ONLY
<br />o - _ I �-
<br />95 /o MODIFIED PROCTOR ASTM ! ��= 1=I I I= I I=L-�=, 111�
<br />T � I, I I I-rj-�
<br />10"
<br />MIN PSI MAY VARY PER
<br />M AT GARAGE CONTRACTOR
<br />cn
<br />1= I= -I - I -III- -1 -1 -I - - -I - -I � I=III
<br />-III-I I=I I--I=1-I I -I I -I I-III-III-III-I-III-i
<br />D1557) „T ,I �,T, �I
<br />4" 1'-4"
<br />„I �
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />TO CUT BLOCK OR POUR
<br />-1 I -III_ -I Ii I I I III=� I =I I I=11
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CURB DUE TO SLOPE
<br />it iI
<br />CONCRETE SLAB W/6X6
<br />a NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD
<br />TYPICAL EXTERIOR FRAME WALL FOOTING rE
<br />REBAR DETAILS
<br />rF
<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"=1'-0" S3
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />'- _ �_ - (' °
<br />co
<br />00
<br />i III
<br />6 x 6 W1.4 x W1.4
<br />SEE PLAN
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />�_
<br />- I
<br />31/2" WWF OR FIBERMESH
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH N .
<br />6 MIL VAPOR D
<br />t
<br />= = z r-
<br />-
<br />min.) 4'
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />M
<br />a
<br />r;
<br />BARRIER a
<br />• �.,
<br />° v GRADE
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR
<br />CONNECTION INFO
<br />_
<br />COMP. SOIL. °
<br />'�
<br />_ T
<br />a
<br />00 -_ _ - -
<br />TOP OF BEAM
<br />& LAYOUT DESIGN
<br />a o - _ -
<br />:
<br />(COMPACTED TO 95% I
<br />�[
<br />-
<br />_ - _ - - = a--�-�'
<br />-(1) #5 REBAR w/OPT.
<br />SEE ROOF PLAN
<br />^ a a
<br />a _ - a ° a A=I
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />S EEN NCLOSURE
<br />�rCil� r �F'
<br />i I III -I III-1 I I-
<br />(2) HTS20
<br />FOR STRUCTURAL-
<br />BEAM SIZE &
<br />-
<br />T
<br />2 #5 REBAR CONT. 3" MIN. CLR.
<br />I 0 1.I I
<br />CONNECTION INFO
<br />r
<br />I d -4 I I III I
<br />r� , � •
<br />1
<br />ON 3" CHAIRS TYP. 4" 1'-4"
<br />STD. 90 HOOK (SEE
<br />MIN.
<br />I
<br />��
<br />I I I
<br />U.N.O.
<br />DETAIL)
<br />Dca P.T.
<br />PLATE
<br />I
<br />I
<br />2x4 #2 SYP P.T. FRAMING w/
<br />SEE A/S3/J/S6 I , 11-I II I �I , III
<br />Ins
<br />MIN 7/16" O.S.B. SHEATHING
<br />fi..�j,� g
<br />TYPICAL WALL SECTION
<br />A
<br />TYPICAL THICKENED SLAB EDGE L
<br />d O.S.B.
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />SCALE: 3/4" = V-0"
<br />S3
<br />= ' "
<br />SCALE: 3/4' -1-0 S3
<br />w
<br />¢
<br />SCHEDULE
<br />OPTION #1
<br />1/2" GYP. BD.
<br />P.T.2x
<br />�
<br />COLUMN LOCATION ¢
<br />>
<br />>
<br />w
<br />6x6 P.T. #2 SYP
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />2, HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />o
<br />.�
<br />W
<br />W
<br />ABU66
<br />SLAB STEP & RECESS S.G.D. rM
<br />0,_0„ CONT. BEAD SEALANT
<br />OPT: DEPRESS SLAB 5 Y2"
<br />SCALE: 3l4"=1'-0" S3
<br />DEEP AND 6" BEYOND
<br />¢
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />° INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />SEE DETAIL 16/D1 FOR
<br />SECURE 2x4 P.T. BTM. PLATE
<br />PAVERS / DRIVEWAY
<br />EXPANSION JOINT _
<br />°
<br />a 31/2„
<br />COLUMN TO PORCH SILL
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />O.C.
<br />MASONRY WALL AND
<br />CONCRETE SLAB 14"
<br />O.H.D.
<br />RECESS q
<br />13"
<br />O.H.D. RECESS
<br />° . °
<br />GARAGE
<br />ATTACHMENTS & 18/D1
<br />PAD FOOTING
<br />PAVERS
<br />z
<br />_
<br />`=
<br />CON L !
<br />1/2" GYPSUM WALLBOARD U.N.O,
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />--,
<br />EXTEND FILL CELLS
<br />..
<br />_
<br />•'
<br />EMBEDMENT @ 12" 0 C
<br />STAGGERED, FROM BOTTOM
<br />W/ DRYWALL SCREWS @ 8" O.C.
<br />INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />TO FOUNDATION PA D E
<br />MAT REINFORCING. �' '
<br />'•'
<br />CONT. FOOTING STEEL
<br />-1 I I ` • I I
<br />•
<br />', ••
<br />�=v rr
<br />"� ' '
<br />- I I -_I I .- �- •.. .• ; • t Ii1=� I �r j 1
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180#MIN.
<br />ON FLOOR PLAN
<br />CONT. BEAD SEALANT
<br />SIZE VARIES PER PLAN
<br />w/ MIN. 2 #5 VERTICALS
<br />()
<br />M
<br />00
<br />GRAD a °
<br />-I I I �I I . �; -. . 4„ _-
<br />FILLED SOLID PLAN FOR
<br />- I
<br />.. .. . �I
<br />= I �I I I A.
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<br />, .. „
<br />-T�I I 4 I 00
<br />TENSION 120#) CONCRETE SLAB
<br />_E =
<br />r,
<br />(SEE
<br />W
<br />=_ =
<br />�I-I�I
<br />I I I
<br />6 x 6 W1.4 x W1.4 N
<br />SIZE AND REINFORCEMENT)
<br />c�
<br />- a °.-III-III-III-I
<br />=III=I =I
<br />'.A- ' •,' ':� . 11=1
<br />F�_
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<br />_ . -LI I-
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<br />COLUMN FRAMING CD12
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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"=1'-0"
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<br />Af'tOFESS
<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 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 />4600 W. Cypress St, Suite 200 I Tampa, FL 33607
<br />www.LennarTampa.com
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<br />SCALE : AS NOTED
<br />DATE : 11 /28/2018
<br />TECH: MJAM ES
<br />VERSION NO 4nO
<br />SHEET NO.
<br />S3
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