|
(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV
<br />UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER
<br />TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL
<br />(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV
<br />UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED
<br />PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION
<br />(2020)-RESIDENTIAL
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O.
<br />HURRICANE ANCHOR @ EACH
<br />12 TRUSS (SEE UPLIFT SCHED.) W/
<br />(TYP.) VARIES METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER
<br />SHINGLE ROOF
<br />//177/16" O.S.B. MIN. SEE ROOF
<br />NAILING SCHEDULE ON SHT.
<br />SN1
<br />ELEV, VARIES
<br />INSULATION BAFFLE
<br />ALUMINUM DRIP
<br />EDGE
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM FASCIA
<br />STRENGTH CEILING
<br />12"
<br />N.O.
<br />2x SUB FASCIA
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />EE SOFFIT
<br />W/A HABITABLE ROOM
<br />SHEET
<br />ABOVE) W/DRYWALL
<br />8"x8"X16" KNOCK -OUT
<br />SCREWS @ 7" O.C.
<br />BLOCK W/ 1#5 CONT,
<br />CEILING & 8" O.C. WALLS
<br />FILLED SOLID W/GROUT
<br />INSULATION PER
<br />CHART ON FLOOR
<br />8" C.M.U. TYPICAL
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />TYPE "S" MORTAR
<br />STD. 90-HOOK (SEE DETAIL)
<br />ARCHITECTURAL
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.C.
<br />112" GYPSUM WALLBOARD
<br />(1) #5 VERT. IN FILL CELLS
<br />U.N.O.
<br />(SEE FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />1x4 P.T. BASE NAILER
<br />co
<br />3 1/4" BASEBOARD
<br />MIN. 2500 PSI CONC. SLAB
<br />Lu
<br />a
<br />MIN PSI MAY VARY PER
<br />0
<br />MUNICIPALITY.
<br />co
<br />4"x4" INSPECTION PORT AT
<br />CONCRETE SLAB W/ 6X6
<br />EACH FILLED CELL TYPICA[
<br />W1.4XW1.4 WWF OR M.AT
<br />GARAGE, CONTRACTOR
<br />"FIBERMESH"
<br />TO CUT BLOCK OR POUR
<br />c P
<br />CURB DUE TO SLOPE
<br />60 �
<br />D
<br />6 MIL VAPOR
<br />Z
<br />BARRIER 1 I III=
<br />COMP. SOIL.
<br />(COMPACTED TO 95% III I I =111=1 1 11=
<br />MODIFIED PROCTOR III I I I I I=1 1=1 I I I
<br />NOTE: EXTEND DECO FINISH
<br />ASTM D1557)
<br />4" to 6" BELOW GRADE
<br />(2) #5 REBAR CONT. 3" MIN. CLR.
<br />ON 3" CHAIRS TYP. 1'4" (1 STORY)
<br />STD.
<br />90 HOOK
<br />U.N.O. 4" V-8" (2 STORY)
<br />(SEE DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3!4" = 1'-0"
<br />S3
<br />OPT: DEPRESS SLAB 5 2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14"
<br />—[�O.H.D. RECESS
<br />PAVERSz
<br />II TM
<br />c0
<br />SEE A/S30RJ/S6�-I�III III —I, , 111jI1�1;
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STOR) ')
<br />GARAGE DOOR SLAB RECESS rjT�
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />2x #2 SPF STUDS -
<br />@16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />2x P.T. PLATE—,
<br />(2)) #5 CONT. ON 3"
<br />CHAIRS (TYP.)
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.11)
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE.
<br />1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />6x6W1.4xW1.4 N
<br />WWF OR FIBERMESH
<br />°
<br />- I I=1 I -III -III o
<br />II III-III-III-1 ;-
<br />1 811 I -,1,-„ , ,-, , -T.. ,g-. .
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ OUT UPLIFT GG
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<br />LOAD BEARING OR
<br />EXTERIOR WALL
<br />SEE CC/S3 OR
<br />G/S3 FOR ANCHOR
<br />BOLT INFO.
<br />(IF NO UP LIFT ON
<br />WALL SEE GG/S3)
<br />*SIMPSON SP1
<br />w/ (10) 10d NAILS
<br />TYP.
<br />MONO OR STEMWALL-
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />NOTE:
<br />*FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />5/8"OR 1/2" HIGH STRENGTH
<br />(U.N.O.) (OR %" GYP. TYPE "X" @
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE)
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />SIMPSON SP2 w/
<br />(12) 10d NAILS
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />SHEATHING REQ'D. FOR ALL
<br />EXTERIOR OR SHEAR WALLS AS
<br />3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH
<br />SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />N 5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />f 2-0/16" PLATE WASHER (TYP.)
<br />OIL
<br />ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24'
<br />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR
<br />e.
<br />° � @ 24" O.C.) 2
<br />11
<br />°. a' •°' a z 31/2"MIN.
<br />a e e... a'° 4 ELEV. -0-31/2
<br />° a ...d• .'a a a° °. c G O
<br />e.Q .a as ° ° 2x4 C,ONT,a' a ...° '.a•° A.F.F. o �.
<br />eaILL
<br />CN
<br />_ b
<br />°°
<br />GARAGE DEPTH VARIES °
<br />a•. a •d. .e e
<br />GARAGE SLAB AT STEP-- -- rB
<br />8"x8"xl6" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />SCALE: 3/4"=V-0"
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8"OR 1/2" HIGH STRENGTH —
<br />BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />(U.N.O.) (OR %" GYP. TYPE "X" @
<br />EACH END (WHEN PARALLEL)
<br />GARAGE W/A HABITABLE ROOM
<br />-SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE)
<br />CONNECTIONS.
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />-2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />SIMPSON SP2 w/
<br />(12) 10d NAILS
<br />•2x BLOCKING HORIZONTALLY@ INTERVALS
<br />5/8"° x 10" "J" BOLT @ 24" O.C. w/
<br />NOT EXCEEDING 10'-0" (R302.11)
<br />2" x3/16" PLATE WASHER (TYP.) -
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />INSULATION PER CHART ON FLOOR PLAN
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />@ 24" O.C.)
<br />1
<br />"SIMILAR AT FOUNDATION ONLY"
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />EACH END (WHEN PARALLEL)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS.
<br />—2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />U.N.O.
<br />—2x BLOCKING HORIZONTALLY@ INTERVALS
<br />NOT EXCEEDING 10'-0" (R302A 1)
<br />—INSULATION PER CHART ON FLOOR PLAN
<br />SIMPSON SP1 w/ (10) Od NAILS IF NOTED, THIS REFERS TO THE—SIMPSON SP1 w/ (10) 10d NAILS
<br />STEP, SIZE OF FOUNDATION AND
<br />�2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />INCLUDE THE WALL
<br />,6x6W1.4xW1.4 ATTACHMENTS 2" 6x6W1.4xW1.4
<br />WWF OR FIBERMESH WWF OR FIBERMESH
<br />3 1/2" MIN.
<br />fill, III III I'3 1/2"(min.)- 4" z I 1=I 1=1 1-31/2"(min.)- 4"
<br />p °D
<br />3 1/2"(min.) ILI=1III -III III -I 1I-
<br />=1 I 1=1 I =1 I I.
<br />III=III _III=III=III=III III -III II'
<br />(2) #5 CONT. I I I Ill— 1 l 11111111111111 I 111111- I.
<br />4" 1'4" 8"
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL P STEP (aD SHEARWALL
<br />"SHEAR WALL" SCALE: 3/4"=V-0"
<br />- --III-III-
<br />31/2"(min.) - 4"
<br />�' =II I SI I I I I 11=1I 1=1I 1=1 I I III -III ''
<br />(2)#5CONT. 14,1 li 111111�11�, 1111ii11 1 181
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP CC
<br />SCALE:3/4"=V-0" S3
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />cEos�
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />ens
<br />2x S.P.F. STUDS @ 16" O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" 0/C
<br />oM
<br />8" C.M.U.
<br />INSULATION PER FBC AND ENERGY
<br />FORM SUBMITTED WITH PERMIT
<br />�GoN ors
<br />1 x P.T. STUD
<br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS
<br />APPLICATION
<br />#5 VERT. IN FILLED CELL
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />N
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />'
<br />5/8"x6" "J" BOLTS BOLT
<br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16"
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />@ 24" O.C. VERT. OR
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<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 />(6) 1/4"x3 1/4" TAPCONS
<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 />SPACED EVENLY
<br />FIBERMESH
<br />BAR
<br />N
<br />2x P.T. PLATE
<br />WEEP SCREED INSTALLED
<br />ASSUMED FINISHED
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />GRADE
<br />CV
<br />D D
<br />Z
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN. Fy= 40ksi
<br />° D
<br />-
<br />FINISH GRADE °O
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />u
<br />Z
<br />25" MIN. LAP [30" MIN. LAP]
<br />D
<br />°O
<br />I=1 I �=1 =1 I
<br />6 MIL VAPOR BARRIER -1 I 1
<br />1 D °
<br />A.
<br />1=111=111=11=_
<br />°,°
<br />R 1 7/8
<br />°
<br />D° ° D
<br />I -III -III -III -III -III
<br />;
<br />I I
<br />111-1 I I=1 I -I I I- N
<br />z
<br />#5 REINFORCING BAR
<br />D D
<br />_�
<br />III -III -III -III -III -III z
<br />I I
<br />D.
<br />11=1 11=1 11=1 11=1 I F
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 w/ (10)
<br />10d NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />Q BOLTS 6" MAX FROM
<br />W END OF 2" x PLATE
<br />W D
<br />J
<br />gLu
<br />I -III -III -III
<br />1;1IIIIIIIIIIIII I p• °
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />1 U-0"(F1302.11)
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8"DIA. EXPANSION BOLT @24 "
<br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />6x6W1.4xW1.4 N _
<br />WWF OR FIBERMESH
<br />II-III-III=III_ o
<br />III 1II—III—III—' -
<br />II II . 1 III I=III=III=III=1 #5 LAP SPLICE 2 #5 coNT. = III -III-III, , , 11-11 I, 11-
<br />I-III-III-III-III=11 I -I I __ __ 11
<br />g D D III=III=III=III=III-III- N _ D _ __ II_I 8„ 8„
<br />° . III � I 1 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS
<br />=1 r COMP. SOIL. (COMPACTED TO (TYP.) 1-4
<br />I-III=III=III=111=1111- 95%MODIFIED PROCTOR ASTM �I I-III=III=1 11=1 11=1 1=111=1 I I 10"
<br />=1 I I=1 I=1 -111-1 I I-1 I I-111-1 1=III=111-1 11=1 1=1 11=1 FIE- I 1 I D1557) I C I 111111 � 11111 � 11111 � 11111 1 1111=,1LI 1
<br />111'' 111=III=IIIZE I !=111=III-111=111-III-I 11=III=III=11 F, 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK
<br />III_III-III=1 I I-III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I
<br />TYPICAL INTERIOR BEARING
<br />FRAME WALL TO C.M.U. WALL CONNECTION r D� TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"
<br />C ° d
<br />a
<br />SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />GRADE
<br />�
<br />-1 1 1-111 I I I —II I I 1 1—III—I
<br />11
<br />1) #5 REBAR w/ OPT.
<br />>CREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE rL
<br />SCALE:3/4"=V-0" S3
<br />BLOCK WALL WALL BEYOND
<br />EXPANSION JOINT
<br />13"
<br />O.H.D. RECESS
<br />M
<br />04
<br />M a
<br />—III =11
<br />I I--
<br />=I11 11111 1. �d �.
<br />Ell d " I 60
<br />-
<br />I I111111 '� 1=1 I F
<br />SEE A/S3 0R J/S6--'- -I I!I II I II IiI 11i l l
<br />FOR REINF. INFO. L 3" MIN. CLEARANCE
<br />114" (1 STORY)
<br />1'-8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />HOLD GYP. BD. 2„
<br />1/2" FROM SLAB
<br />0,4, 2 CONT. BEAD SEALANT
<br />a ¢
<br />INTERIOR
<br />d. d° A.
<br />e..
<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 />co 6 MIL VAPOR - =
<br />I 1=1 1=1 1=
<br />BARRIER - .1 ' J1 �1 i=111-111=III'
<br />=1 1=1 I -I I -I 1111-
<br />' 1111I,111111111111111,
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />7CALE:3/4"=V-0" S3
<br />REBAR DETAILS F WALL w/ UPLIFT G
<br />SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3
<br />VARIES
<br />SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.0.) WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />AT 24" O.C. MAX. CONNECTION INFO
<br />SEE PLAN FOR -�
<br />TOP OF BEAM &LAYOUT DESIGN a - -
<br />III III III; N
<br />SEE ROOF PLAN a : °. I - T-
<br />(2) HTS20 FOR STRUCTURAL _ -111 III III III °, III M l�tU
<br />� I I-_ Plans l�.vie
<br />BEAM SIZE & `�' 4.-I I' for compliance
<br />CONNECTION INFO M it •. III= 117 net
<br />III-
<br />3 0
<br />d 2x4 P.T.
<br />PLATE
<br />o.s.a.
<br />COLUMN LOCATION -
<br />2x4 #2 SYP P.T. FRAMING w/
<br />111111 111=111 11111
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE A/S3/J/S6
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />w
<br />SCHEDULE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />J
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />W
<br />COLUMN SIZE AND BASE
<br />w
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D. M
<br />SCALE:3/4"=V-0" S3
<br />2X STUDS @ 24" O.C. U.N.O.
<br />GARAGE
<br />SEE DETAIL 16/D1 FOR
<br />COLUMN TO PORCH SILL
<br />ATTACHMENTS & 18/D1
<br />:�.,
<br />SECURE 2x4 P.T. BTM. PLATE
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />O.C.
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />INSULATION PER CHART
<br />ON FLOOR PLAN
<br />FOR COLUMN TO BEAME_�
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />8" MASONRY WALL
<br />CONT. FOOTING STEEL
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD _
<br />MAT REINFORCING.
<br />�
<br />CONT. BEAD SEALANT
<br />E
<br />6 x 6 W1.4 x W1.4 N
<br />v WWF OR FIBERMESH �,
<br />ri
<br />w/ MIN. (2) #5 VERTICALS
<br />FILLED SOLID (SEE PLAN FOR
<br />SIZE AND REINFORCEMENT)
<br />BRICK PAVERS or SLAB PER
<br />00
<br />c�
<br />Z=
<br />a w
<br />00 `n
<br />GRADE a
<br />- __ = = a d'
<br />=III=11
<br />1=1 i-I -III-III-I 11=1 w
<br />I=11) — . =III=111= z
<br />-III= !
<br />a °
<br />COMMUNITY SPECS LL I 1 - - — 2 ¢
<br />-o" FIN, FLR.�, I �-I=111=1I11=111=111 1=111=1 I I FOOLu
<br />TING
<br />11 111=111-III-11 I -III III -I I IEE 11-
<br />11.11111111111 1111 ,l l -III-III-' BEYOND
<br />PAD REINFORCEMENT-73" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE: N.T.S. S3
<br />��ooc __ :•o� o0
<br />h
<br />t.
<br />f
<br />M
<br />N
<br />O
<br />N
<br />00
<br />O
<br />LO
<br />Ln
<br />00
<br />C>
<br />L0
<br />mot,
<br />Lu
<br />°
<br />O
<br />6
<br />W
<br />❑
<br />z
<br />C 0 0
<br />W
<br />L
<br />❑ m
<br />Nor
<br />N t
<br />V)
<br />Imo' U CO
<br />-0 d M
<br />nU
<br />W c- �
<br />� O
<br />S
<br />T�1
<br />v—J
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