|
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 "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS a BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />GARAGE
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL)
<br />ABOVE GARAGE W/A HABITABLE ROOM
<br />SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW
<br />(1) ROW 2x BLOCKING @ MID (12)10d 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 />(12) 10d NAILS U.N.O.
<br />2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />- j @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 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 />16d TOENAILS T & B FOR WALL HGT. > 8'4'. EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'4'. (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 />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z 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 />APPLICABLE. 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 />2x P.T. PLATE 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & .� SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS
<br />@ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />(1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" �' 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />6 x 6 W1.4 x W1.4 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 />CHAIRS TYP. M "' ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL
<br />UNDERLAYMENT FOR ROOF (TYP.) WWF OR FIBERMESH x 6 W1.4 x W1.4 6 x 6 W1.4 x W1.4
<br />PITCH > 4:12 0 � ° A.F.F. O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2„ WWF OR FIBERMESH
<br />(2) LAYERS TYPE I OR TYPE II ° ° a
<br />(#15 OR #30) UNDERLAYMENT - I I I I= m . a ° ° Im
<br />31/2" MIN. 31/2" MIN.
<br />ELEV. -0'-31/2"FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS.I I II �I I _I I �i I �I I ° ° ° a ° a ° ° ° 4P ��I ° - I I=11I ° ° ° A.F.F. p - , - . - ,
<br />REQUIREMENTS SEE R905. RE ENGINEERED WOOD I �I '
<br />- I ° 2x4 CONT.4 ° a ° w n ° ° f 11=i� I I Li- I'31/2"(min.)- 4" - r ° ° I=I�=I �131/2"(min.)- 41,
<br />TRUSS @ 24" O.C. U.N.O. -I �I I I �l I I I I-1 -I I =1 I �I i r a ° ° ° ° ° a N - - Q =�=I I f=
<br />12 -I I I �-III-III-I III -I I f ��I I I I° O a ° d • _ _ ' �-- • _
<br />HURRICANE ANCHOR @ EACH �I=I I �I I �I ICI I (= I I ° Q ° ° a 31/2 (min. - 4=I I I -I I I I -III- 31/2' (min.) - 4'
<br />(n'P) TRUSS SEE UPLIFT SCHED.) W/ "I =� 111=1 I III I I GARAGE DEPTH VARIES ° -I I =I I �, I I ; -
<br />VARIES ( 8° a ° ° �` =1 I=1TI --SIT--I I I I 1=III-I LI [ I I I-� I T TI-II I I I I=I
<br />METAL PL. UNDER EA. TRUSS=1 I
<br />. , I -t ,-I (2) #5 CONT.
<br />(2) #5 CONT. 4„ 1'-4" 8' MOISTURE BARRIER TYPICAL INTERIOR BEARING U.N.O. MIN.
<br />INSUL ION LE SHINGLE ROOF U.N.O. MIN.
<br />7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC
<br />NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION „ "= „ "SHEAR WALL" SCALE: 3/4"=V-0" SCALE: 3/4"=V-0"
<br />SN1 SCALE: 3/4 -1 0 S3 SCALE: 3/4 -1 0 S3 S3 S3
<br />ELEV. VARIES FOR ADDITIONAL SLAB
<br />- INFORMATION.
<br />STRENGTH CEILING ALUMINUM DRIP coo,tv�o����
<br />BOARD PER CODE (OR 5/8" EDGE
<br />GYP. TYPE "X" @GARAGE ALUMINUM FASCIA " " e s t�E
<br />1/2 OR 7/16 OSB MIN. PLYWOOD SHEATHING c
<br />W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />ABOVE) W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" O/C �N��s
<br />SCREWS @ 7" O.C. SHEET 2x STUD °� �s0\,,Noo 1 ROW 2x BLOCKING MID HGT.
<br />CEILING & 8" O.C. WALLS LOAD BEARING OR INSULATION PER FBC AND ENERGY coN () @
<br />EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' FOR WALL HGT. I 8'-6". d
<br />8"x8"X16" KNOCK
<br />-OUT NOTE: ROWS 2x BLOCKING @ 3rd PTS
<br />INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6".
<br />CHART ON FLOOR FILLED SOLID W/GROUT _ 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION #5 VERT. IN FILLED CELL 1/2" GYP. WB (MIN.) @GARAGE
<br />PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w! SIDE IF APPLICABLE.
<br />1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL
<br />NAILER 8" C.M.U. TYPICAL 5/8"° x 10" "J" BOLT @ 24" 0/C W! 2"°X 3/16" 10 10d NAILS
<br />BOLT INFO. 5!8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK ( ) 5/8"DIA. EXPANSION BOLT @24 " O.C.
<br />IF NO UP LIFT ON @ PLATE WASHER TYPICAL
<br />STD. 90'HOOK (SEE DETAIL) ( 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR
<br />TYPE "S" MORTAR WALL SEE GG/S3 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<br />MIN. 2500 PSI CONCRETE SLAB W! 3500#, MIN. TENSION 2600#)
<br />*SIMPSON SP1 (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR
<br />2X PT PLATE #5 REINFORCING
<br />SPACED EVENLY FIBERMESH Q BOLTS 6" MAX FRO M 6 x s W1.4 x W1.4 �,
<br />w/ (10)10d NAILS 04 WEEP SCREED INSTALLED BAR
<br />W END OF 2 x PLATE
<br />WWF OR FIBERMESH r
<br />2x P.T. PLATE
<br />ARCHITECTURAL ASSUMED FINISHED #3 OR #4 REINFORCING BAR
<br />3 TYP• c PER MFR INSTRUCTIONS UJ c °
<br />1x2 PT WD FURRING @ 24" O.C. FINISH i s GRADE GRADE 40 MIN. Fy= 40ksi e p. _
<br />N z #3 & #4 LAP SPLICE a m o
<br />-��--- p [GRADE 60 MIN. Fy= 60ksi] I I=III=� p I 1=III-I I I=�� T
<br />1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL �, - - c, FINISH GRADE 25" MIN. LAP [30"MIN. LAP] g I�-I I III I LI-1_�L--I I I�
<br />_ I- I I=1 I II I I -I I II I I=1T_I- '
<br />CELLS (SEE ° W °
<br />U.N.O. FOOTING MONO SHOWN p p °o o - I w _-_-I
<br />FOUNDATION PLAN 00 6 MIL VAPOR BARRIER LI I o ° I-III-III=I I = �
<br />g FOR LOCATIONS) FOR CLARITY D° ° o D ° p=1=1 I=1=1 I=1 I=I I N Z R 17/8 II I�T_II IIII I II I II I I I I I I=
<br />=I I ° III=�=III=III #5 REINFORCING BAR I I
<br />1x4 P.T. BASE NAILER ° - _ Z I I I1=III-III-1TI-IIr
<br />p III=1 II I 1=1 I 1=1 I 1=1 I E _ _ �- #5 LAP SPLICE
<br />(2) #5 cotvT.-
<br />4°x4"INSPECTION D° I=111=1I I=I1=1I1=1 I1=1 I • 111�=1IJ=TTIII=III=1
<br />_ I I I -I I 1-I 1=III=� I t 36" MIN. LAP [36" MIN. LAP] ON T' CHAIRS 8 1-4 8
<br />NOTE: ° o o ° „ II II
<br />31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL R I I= -I = I i= I = 1; T COMP. SOIL. (COMPACTED TO -I I ° _ (TYP
<br />FILLED CELL TYPICAL
<br />I=III=III=III=III= I II 95%MODIFIED PROCTOR ASTM I �= L=I IJ- I I -I I I-III=L=11 I 10"
<br />MIN. 2500 PSI CONIC. SLAB W/UPLIFT ONLY -
<br />�o ch AT GARAGE CONTRACTOR I ==1 I I==== � = � = � =I � =1 � =I 1= I 1=1=I � I= I D1557) #6 REINFORCING BAR
<br />LO MIN PSI MAY VARY PER U) =1 =11 F 1=111=111=111-1 I -I 1-I 11=1 I I-III=III=I 1=1 I -I 4" 1'-4" #5 STD. 90 HOOK
<br />MUNICIPALITY. TO CUT BLOCK OR POUR "-III =11 I-11 _. 1 = - I - =I =1 I I I I (= 11-
<br />CURB DUE TO SLOPE � -� � � I i I-ITI I � �-� � �-
<br />#6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />Hi CONCRETE SLABW/6X6 w FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/UPLIFT G
<br />W NOTE:EXTEND
<br />.- W1.4XW1.4 WWF OR
<br />"FIBERMESH" DECO FINISH 4" to 6" „- , „_ ,- „ „_ „
<br />BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SCALE: N.T.S. S3 SCALE: 3/4 -1 0 S3
<br />SLAB INFORMATION. SLAB INFORMATION.
<br />00 z 6 x 6 W1.4 x W1.4 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
<br />° - oo FRAME -DOWN FALSE BEAM w/ 3 SEE PLAN WWF OR FIBERMESH N
<br />s MIL VAPOR _ o I= _ _ z - 31/2 WWF OR FIBERMESH () SEE ROOF PLAN S.G.D. (U.N.O.) r '
<br />t - min.) 4 10d NAILS TO TRUSS TOP CHORD FOR TRUSS co
<br />o BARRIER -�• 4 N "v GRADE AT 24" O.C. MAX. CONNECTION INFO
<br />��; ' a
<br />COMP. SOIL. ° T O° _ _ - - - - - TOP OF BEAM & LAYOUT DESIGN a a
<br />LO (COMPACTED TO 95% - °
<br />MODIFIED PROCTOR7 T71 - _ _ _LU - (1) #5 REBAR w/ OPT. � - ' a ° I FLO -II-III'
<br />SEE ROOF PLAN a : °
<br />0o ASTM D1557) 1 =III ,III I I III I I -S E 1�ENCLOSURE (2) HTS20 FOR STRUCTURAL :' ==„II T=„ 4
<br />3 MIN, CLR. _ _ r °
<br />-I I I- I I BEAM SIZE & N I a
<br />..
<br />(2) #5 REBAR CONT.
<br />ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE
<br />4„ � � CONNECTION INFO M
<br />DETAIL) MIN.
<br />U.N.O. w zXaP.T. I - - - r
<br />2x4 #2 SYP P.T. FRAMING w/ I III -I I �11=I , ,�
<br />TYPICAL WALL SECTION ; w P/16" I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 fi� 8"
<br />A TYPICAL THICKENED SLAB EDGE L O5'B' z ATTACHED PER NAILING FOR RE]NF. INFO.
<br />3 SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=V-0" w SCHEDULE
<br />OPTION #1
<br />ix SEE TYP. WALL SECTION FOR ADDITIONAL
<br />w 6x6 P.T. #2 SYP
<br />Q �� 1/2" GYP. BD. COLUMN LOCATION Q >
<br />� P.T. 2x > J SLAB INFORMATION.
<br />HOLD GYP. BD. w
<br />e. 2.. 1/2" FROM SLAB o ABU66 SLAB STEP & RECESS S.G.D. M
<br />o OPT: DEPRESS SLAB 5 �" 01_O I J CONT. BEAD SEALANT SCALE: 3/4"=1'-0"
<br />Cn DEEP AND 6" BEYOND- a S3
<br />DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE
<br />o SEE DETAIL 16/D1 FOR
<br />= PAVERS / DRIVEWAY EXPANSION JOINT aQ -3112" COLUMN TO PORCH SILL w/ 1/4 x3" TAPCONS AT 8" q MASONRY WALL AND
<br />CONCRETE SLAB 14" 13" GARAGE O'C PAD FOOTING
<br />J PAVERS O.H.D. RECESS z _ v ATTACHMENTS & 18/D1
<br />O.H.D. RECESS =§z��;, . FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL
<br />CONCRETE NAILS W 1 1/2' 1/2 GYPSUM WALLBOARD U.N.O. ATTACHMENTS EXTEND FILL CELLS
<br />_ `'' EMBEDMENT 12" O.C. W/ DRYWALL SCREWS 8"O.C.
<br />• N @ @ TO FOUNDATION PAD =
<br />s STAGGERED, FROM BOTTOM INSULATION PER CHART
<br />_ M ` + PLATE TO CONCRETE ON FLOOR PLAN SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING, T
<br />-T- - ° ' -I _ I t-, SIZE VARIES PER PLAN M
<br />c� I- =I ( III-T� -T- I (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS z GRADE a
<br />-IIh I I ,+ 411 oo I���� .. f.� I oo TENSION 120#) CONCRETE SLAB _E = FILLED SOLID (SEE PLAN FOR - a
<br />�, -I111I I I I I I E I - 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT c7LU
<br />° °• - -I 1I-
<br />n .• T I I • _ ° WWF OR FIBERMESH �, Z F w o- - =I I = I= v
<br />. ` .. - I =1 I I� I �€ - - = i, _ ° O w v� _ III=III • •� • a• I- I=III=III z
<br />I� I - - - a BRICK PAVERS or SLAB PER p o _ I- -_-_ = z a
<br />iT : • _ I : I �' I=III- 11- =-I 1-1 - - - - COMMUNITY SPECS
<br />" I-- d - `�' CC
<br />SEE A/S3 OR J/S6 II I I II,I I II „ I , I III SEE A/S3 OR J/S6 I II I „III I M 6 MIL VAPOR -_= i' �I =1 1=1 I= �; _ - - - 0'-0' FIN. FLR. I =I =I 11= = = 1 = = I J
<br />BARRIER - I I'i =- -1-I 11=1 11=1 11=1 1= = I -III -III 1 I I-11 I -I I I� FOOTING v
<br />FOR REINF. INFO. 3 MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE = =-III=III (-I I =1 11- BEYOND
<br />= I III III=1 I' _ PAD REINFORCEMENT -� I 1=1 I 1=1 i I-"' „
<br />0 1' 4" (1 STOR ) ! 1'-8" (1 STORY w/DEPRESSED SLAB OPT.) 1' 4" (1 STORY) - -I -I {-I ; . ,'' .. 3 MIN. CLEARANCE
<br />Z 1' 8" (2 STOR) V-8" (2 STORY) .;, :, FOOTING WIDTH
<br />4" 4" Ry CONC. PAD NF'ON (SEE SCHEDULE)
<br />SEE SCHEDULE
<br />GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL rN
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. SCALE: 3/4"=1'-0° acALE:�'"_ °"
<br />SCALE: N.T.S.
<br />ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. S3 S3
<br />C9
<br />_�
<br />Z M
<br />O
<br />- o
<br />z
<br />C9z
<br />Q
<br />a
<br />W
<br />�U
<br />-
<br />OLLI
<br />m
<br />c /)
<br />o
<br />f-
<br />o CD
<br />FM
<br />W
<br />N M
<br />Q] M
<br />N Ma CO
<br />- U
<br />S N
<br />0 p N
<br />�l
<br />N
<br />L.L. W
<br />LO
<br />4
<br />Q rn
<br />N CL
<br />rn o
<br />A ®
<br />B D.
<br />N�C LLB D • C
<br />N `O
<br />W
<br />W o I a
<br />z o
<br />Nco o�� m
<br />0,
<br />�'egi8�a1 �
<br />C��
<br />,N°� ...1.
<br />A _•
<br />`J Ga
<br />p�
<br />v�
<br />r
<br />V
<br />�•
<br />-1
<br />LOB- '
<br />r
<br />1
<br />ft,l;;•it
<br />To the best of the Engineers 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. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
<br />LENNAR
<br />4600 W. Cypress St, Suite 200 I Tampa, FL 33607
<br />www.LennarTampa.com
<br />Oz
<br />0
<br />in
<br />zo
<br />fa
<br />In-
<br />J
<br />va
<br />0W 00Ce
<br />Q
<br />�oZz
<br />W
<br />Co.Lij
<br />a �
<br />J
<br />F�©
<br />c
<br />J
<br /><zz
<br />Zo
<br />5
<br />z
<br />\.
<br />06
<br />�T
<br />O
<br />0
<br />1
<br />Q
<br />9 R O
<br />�o
<br />N
<br />0
<br />�
<br />5�
<br />z<Z
<br />¢¢Lu
<br />¢
<br />5��g
<br />z
<br />z
<br />+�
<br />,�o�o
<br />�aoti
<br />UJ
<br />J
<br />rl
<br />li. i
<br />NazU
<br />gam
<br />Ln
<br />00
<br />Q
<br />Q
<br />z
<br />WQ°
<br />z
<br />�
<br />z00
<br />m
<br />Lj
<br />00
<br />Z
<br />Q
<br />J
<br />=
<br />� z
<br />a LU
<br />V)
<br />s
<br />SCALE . AS NOTED
<br />DATE : 7/30/2018
<br />TECH: MJAMES
<br />VERSION No' 4n0
<br />SHEET NO.
<br />S3
<br />- 1 L' 'Ip a ',1U 11 I 1 1 I F I I , , Ir 1 1 1 T-_ i __T7 l
<br />
|