|
_1v1F_ 7/1r —,V)—
<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. wf (2)12d TOE NAILS BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE
<br />.) (OR %" GYP. TYPE O M EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE)
<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 STUD BELOW TOP PLATE STUD BELOW
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/
<br />(12)10d NAILS It SIMPSON 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 FITS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'4% (2) ROWS 2x BLOCKING
<br />L
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 112"x12" TITEN HD @ 24" @ 3rd FITS 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"
<br />3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD
<br />"SIMILAR AT FOUNDATION ONLY"
<br />SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />r (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />. 7q`'' ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24"
<br />OIL INCLUDE THE WALL
<br />2„ x 6 W1.4 x W1.4 ATTACHMENTS :21-
<br />4 6 x 6 W1.4 x W1.4
<br />a A.F.F. O.C.) WWF OR FIBERMESH \ WWF OR FIBERMESH
<br />�31/2"MIN. I �31/2" MtN.
<br />a 4 ELEV. -0'-31/2" z 3
<br />° °
<br />A.F.F. o ° I�=III 1/2" min. -4"
<br />° a a ° ° ° a 2x4 CONT. ° U_ b 1 • „
<br />° ° g.a a ° ° I= I=1 11131/2 1/2"(min
<br />00
<br />`„ 31/2"(min. - 4" I_LI—I I I� �I LI I FLU 31/2 (m n) - 4" =f I I-� ° •. —T I I �,I II
<br />GARAGE DEPTH VARIES I I I I -� I III
<br />°° l l— T I I r,I I l 111111111�I I I l i TT�L ' ' I l— I:. I, I l f, l t,11 fl 1�f 11
<br />(2) #5 CONT. 4" 1'4" 8" (2) #5 CONT.
<br />U.N.O. MIN. U.N.O. MIN.
<br />GARAGE SLAB AT STEP (`,_B� TYPICAL BEARING WALL @ STEP @ SHEARWALL C TYPICAL BEARING WALL @ STEP rCC
<br />SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3
<br />GV
<br />PGS A\0SS
<br />ABOVE) W/DRYWALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ��N���o s
<br />SCREWS @ 7" O.C. SHEET 2x STUD �o�N 1 ROW 2x BLOCKING MI
<br />CEILING & 8" O.C. WALLS LOAD HEARING OR INSULATION PER FBC AND ENERGY co O @ D HGT.
<br />EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT �' NOTE: FOR WALL HGT. s 8'-6". (2)
<br />8"x8"X16" KNOCK -OUT 2 ROWS OF 2x BLOCKING THIRD POINTS APPLICATION ROWS 2x BLOCKING @ 3rd PTS
<br />INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD O °� SEE SECTION C/S3 FOR FOR WALL HGT, > 8'-6".
<br />CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION
<br />PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE
<br />1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE.
<br />5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 1
<br />8" C.M,U. TYPICAL 5/8"x6" "J" BOLTS BOLT (0)10d NAILS 5/8"DIA. EXPANSION BOLT 24 " O.C.
<br />NAILER BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK @
<br />IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE
<br />STD. 90-HOOK (SEE DETAIL) ( W/ 7" EMBEDMENT (MIN. SHEAR
<br />5/8" x 6"EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 3500# MIN. TENSION 2600#) _711 TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/
<br />(6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR ;_
<br />SIMPSON SP1 #5 REINFORCING J BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4
<br />SPACED EVENLY FIBERMESH iv
<br />Y w/ (10)10d NAILS N WEEP SCREED INSTALLED BAR � END OF 2" x PLATE WWF OR FIBERMESH
<br />TYP, 2x P.T. PLATE Uj
<br />o ARCHITECTURAL r PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o ' ° M '
<br />FINISH ASSUMED FINISHED
<br />1x2 PT WD FURRING @ 24" O.C. ' ` GRADE �, ' ' ' z #3 8t #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a _ _ m a _ _
<br />z " GRADE 60 MIN. Fy= 60ksil J I I I=III=1 c• I I—Ih o
<br />MONO OR STEMWALL - FINISH GRADE [ a
<br />(1) #5 VERT. IN FILL z coM — n 25" MIN. LAP [30"MIN. LAP]
<br />I-
<br />1/2" GYPSUM WALLBOARD ° -
<br />b CELLS (SEE FOOTING MONO SHOWN 't'=1 I I=1 I I — W ' i ;,I I1=I I f I I—� ° ' ° • III I =IL —I I Ii
<br />U.N.O. o p � p,: ° _ --
<br />FOUNDATION PLAN FOR CLARITY o ° - _ - - _ 6 MIL VAPOR BARRIER �-� ° 11= ION I N I I— -- R 1 7/8" `� 11= I I=1 I==M=_
<br />I— I (i—I�1=1I I=�L� #5 REINFORCING BAR —tll
<br />s FOR LOCATIONS) p p P ° o I—III-III-1 11=III—III=1 �; _ N z L=T � I —I I 11 I —I 1 1�-
<br />1x4 P.T. BASE NAILER ° III=III=III III=III= I I- ? , ! I I ' ' I rl 1=1 I i=1 I I —III- r #5 LAP SPLICE (2) #5 CONT. -III-1 I-1 I , , , I, , , I I-
<br />4"x4" INSPECTION o° I—III=III—III=III=III=1 I II II=III=111_ �I r
<br />NOTE: ° — — — — - I I I i ' 11=111 i 1—L=T 36" MIN. LAP [36"MIN. LAP] ON 3 HAIR II
<br />31/4" BASEBOARD PORT AT EACH g III=1 =) =I I I= I I —III- N - o (TYP )C S 8 1-4 8
<br />*FOR BEARING WALL ,- COMP. SOIL. (COMPACTED TO _ _ _
<br />FILLED CELL TYPICAL I=III III=III-) =11 95% MODIFIED PROCTOR ASTM f TT, i' 10"
<br />N MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY = 1= L III I (==111 I I-� I I-�
<br />MIN PSI MAY VARY PER c AT GARAGE CONTRACTOR (_II I=III-III=III=III=III-1I=III=) -) =III -III III -III ,I I D1557) 4 I I I I I i'IA'- -III-1 1 #6 REINFORCING BAR #5 STD. 90 HOOK
<br />TO CUT BLOCK OR POUR (, , I I II �I I I III—III—III—III—III_I I I_I I I_I I —III —III �I I_
<br />00 MUNICIPALITY, CURB DUE TO SLOPE I -III ; I i 111Ili_„III, ,I i 11 il�-i► I -III_ 11- #6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />CONCRETE SLABW/6X6 Q- 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
<br />FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SCALE: 3/4"=1'-011 S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />2! a SLAB INFORMATION. SLAB INFORMATION.
<br />E
<br />iN_Z
<br />00
<br />6x6W1.4xW1.4
<br />_0 31/2" WWF OR FIBERMESH
<br />z 6 MIL VAPOR"'/�_ ► I = = _z min.) 4"
<br />N BARRIER I ; D ,� 4 2 a a
<br />Cl • I I - Y —' Q--�GRADE
<br />J COMP. SOIL. L ° _ \ - - - -
<br />(COMPACTED TO 95% —I I -� - _-�2 _ • -t-1 iF-i''
<br />.NO-I - ` -(1) #5 REBAR w/ OPT.
<br />LO MODIFIED PROCTOR - T - S EEN NCLOSURE
<br />0o ASTM D1557) 111 '
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT. 4" r
<br />ON 3" CHAIRS TYP. 4" V41 STD. 90 HOOK (SEE
<br />MIN.
<br />U.N.O. DETAIL)
<br />i
<br />TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L
<br />� 53 1'-0° 53
<br />� SCALE: 3/4" =1'-0" SCALE:3/4"=
<br />N
<br />E OPT: DEPRESS SLAB 5 Y2"
<br />DEEP AND 6" BEYOND
<br />co
<br />DOOR TO RECEIVE BLOCK WALL BEYOND EXPANSION JOINT BLOCK WALL BEYOND
<br />_
<br />s PAVERS /DRIVEWAY
<br />CONCRETE SLAB 14" 13"
<br />J PAVERS O.H.D. RECESS z O.H.D. RECESS _
<br />O M •
<br />�:' Q _I—III=�-'�.•j.
<br />: �• `,• — �• Ii
<br />I, _ _ i�1►-1 C I I IF �-
<br />'�i a. • , •' � 1 �.--� 'LEI I I .e' ' -,' : • —1
<br />=1 I I '�.
<br />1I �° I_
<br />SEE A/S3ORJ/S6 tI Iihi�, , ,tL SEE A/S3 OR J/S6 -11I,t Ift�,l�lTIT'
<br />FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. MIN. CLEARANCE
<br />CD
<br />1' " (1 STOW ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY)
<br />1' 8" (2 STOR) V-8" (2 ST RY)
<br />GARAGE DOOR SLAB RECESS ,� 1 GARAGE DOOR SLAB RECESS
<br />y SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />M
<br />ADDITIONAL INFORMATION. ADDITIONAL INFORMATION.
<br />(1) ROW 2x BLOCKING @ MID
<br />2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'4'. (2)
<br />@16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS16d TOENAILS T & B FOR WALL HGT. > V-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />APPLICABLE. :d
<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 />(1) LAYER TYPE II (#30) (2) #5 CONT. ON T' 6 x 6 W1.4 x W1.4 r
<br />UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH
<br />PITCH > 4:12
<br />(2) LAYERS TYPE I OR TYPE II °
<br />(#15 OR #30) UNDERLAYMENT
<br />FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. �j--�I=I I I D*-
<br />I I I_I 11= I i= • I I=1 II I'
<br />REQUIREMENTS SEE R905. ' t= ° — t
<br />PRE ENGINEERED WOOD -I I {=III
<br />II -
<br />1
<br />TRUSS @ 24" O.C. U.N.O. I I=- (= I I I I M I M I 1-1 I rl
<br />12 I-111-I I
<br />HURRICANE ANCHOR @ EACH
<br />ZTYP') VARIES TRUSS (SEE UPLIFT SCHED.) W/
<br />METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER TYPICAL INTERIOR BEARING
<br />INSULA TION LE SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G
<br />NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION
<br />SN1 SCALE:3f4"=1'-0° 53
<br />ELEV. VARIES FOR ADDITIONAL SLAB
<br />1 0 INFORMATION.
<br />5/8" OR 1/211 HIGH ALUMINUM DRIP
<br />STRENGTH CEILING EDGE
<br />R CODE OR 5/$"
<br />BOARD PE ( ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA
<br />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" 0/C FIELD.
<br />P.T. 2x 1/2" GYP. BD.
<br />211 HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />CONT. BEAD SEALANT
<br />INTERIOR
<br />.3 1/2"
<br />•
<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 />Q
<br />€:
<br />=1
<br />co 6 MIL VAPOR
<br />BARRIER - Till
<br />I I I=I-III-III I I
<br />;III1„IIIII -1„IIII
<br />41' 4"
<br />INTERIOR WALL SLAB STEP NON-BRG.rK
<br />SCALE:3/4"=V-0" 53
<br />SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS I \ I M
<br />AT 24" O.C. MAX. CONNECTION INFO
<br />SEE PLAN FOR
<br />TOP OF BEAM &LAYOUT DESIGN
<br />SEE ROOF PLAN 00
<br />(2) HTS20 FOR STRUCTURAL ;-
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />t 2x4 #2 SYP P.T. FRAMING w/
<br />' MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6-
<br />z ATTACHED PER NAILING FOR REINF. INFO. OPTION #-I
<br />w SCHEDULE
<br />CC * SEE TYP. WALL SECTION FOR ADDITIONAL
<br />6x6 P.T. #2 SYP SLAB INFORMATION
<br />o
<br />w
<br />ABU66
<br />2X STUDS @ 24" O.C. U.N.O.
<br />SEE DETAIL 16/D1 FOR
<br />SECURE 2x4 P.T. BTM. PLATE
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />COLUMN TO PORCH SILL
<br />O.C.
<br />GARAGE
<br />ATTACHMENTS & 18/D1
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />Wi bRYWALL SCREWS @ 8"O.C.
<br />ATTACHMENTS
<br />INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />ON FLOOR PLAN
<br />SIZE VARIES PER PLAN
<br />CONT. BEAD SEALANT
<br />w/ MIN. (2) #5 VERTICALS
<br />E
<br />a;
<br />FILLED SOLID (SEE PLAN FOR
<br />= 6 x 6 W1.4 x W1 A `I
<br />SIZE AND REINFORCEMENT)
<br />WWF OR FIBERMESH co
<br />BRICK PAVERS or B PER
<br />I
<br />)
<br />a
<br />0' 0"FIN FLR
<br />COMMUNITY SPECS
<br />- - - - - -
<br />I
<br />SLAB STEP & RECESS S.G.D. rM
<br />SCALE:3/4"=V-0" 53
<br />CL MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS c
<br />TO FOUNDATION PAD
<br />CONT. FOOTING STEEL MAT REINFORCING. 1' '
<br />M
<br />co RADE_ - ° °
<br />_ a /
<br />w
<br />—III=III a. 1=11I—III1=1'
<br />z = I -III -I III III III-1 I w
<br />o W n 1-1 f I • a• 1=1 I I-1 11 z
<br />U_
<br />=1 =III=III=III=III I I —11 I-1 I— = w
<br />III III —III III —III —I I III=III III= FOOTING
<br />II IIIIiIIIIIIiIII �llli ,ll ..lil. ,III BEYOND
<br />PAD REINFORCEMENT-]3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL K'N
<br />SCALE; N.T.S. CJ3
<br />z CD
<br />_ o
<br />z
<br />z
<br />Q
<br />t� z
<br />(9
<br />Q)
<br />W
<br />+-'
<br />� a
<br />tJ —
<br />w
<br />Up Lh =
<br />U
<br />oC
<br />on C-,
<br />_
<br />S
<br />n I--
<br />wi
<br />N -100M
<br />_
<br />' N
<br />O O
<br />C>
<br />U N
<br />2
<br />,✓U_00
<br />0 Y
<br />Q m
<br />f�
<br />� 0
<br />� .0
<br />AC
<br />B D C
<br />,w 1010v
<br />M
<br />z
<br />N
<br />W4�aw
<br />=0
<br />U V >LLo a
<br />®
<br />Z
<br />0 m a 4::E O
<br />LL
<br />- 4 , r Gj Qfz
<br />t 7
<br />e• °�,
<br />f
<br />as q ' X
<br />•••°.
<br />y
<br />%f
<br />se
<br />P
<br />FE S'SIQ�
<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.
<br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607
<br />www.LennarTampa.com
<br />oz
<br />0
<br />c
<br />0
<br />�F
<br />W E
<br />UE80
<br />Q
<br />z 0 gz Q
<br />I--
<br />�oWzz
<br />FLo
<br />J
<br />Zo
<br />}"
<br />�Z
<br />z
<br />°C
<br />otS
<br />z
<br />O
<br />d-
<br /><
<br />W
<br />..L
<br />owl l
<br />W a
<br />P.
<br />ZD
<br />�
<br />moo ¢
<br />k
<br />(�
<br />w<a0
<br />L
<br />Lu
<br />z
<br />Z
<br />'"�
<br />LL E5 0
<br />B.Oj
<br />LOU
<br />W
<br />J
<br />V)
<br />rl
<br />Q
<br />Q
<br />z
<br />Wo
<br />nou�¢
<br />¢ Z
<br />N
<br />00
<br />z
<br />�
<br />aaS
<br />m
<br />L
<br />=
<br />a
<br />r
<br />00
<br />,-t
<br />a
<br />U0
<br />s
<br />SCALE : AS NOTED
<br />DATE : 3/15/2018
<br />TECH: MJAMES
<br />VERSION NO- 4mO
<br />SHEET NO.
<br />S3
<br />
|