|
KNO K-OUT BLOCK NOTCH LINTEL WHERE REQUIRED
<br />36- IRDER TRUSS Wi �1) #5 1 FOR CONCRETE PLACEMENT
<br />!2 RE -ENGINEERED WOOD TRUSSES 0 24" O/C -- --
<br />mgw
<br />STD, 90' HOOK 2x BUILT-UP COLiJ
<br />FILL CELL BOND BEAM
<br />CONT #5 BAR o 18-16d NAILS
<br />00
<br />CONT. # 5/8"Ox8' V BOLT 0K
<br />BAR _ 5/8"0 HLTT KWK BO, i h
<br />STD. 90• ;.' W MIN. 8" EMBEDS EN
<br />HOOK
<br />IS a
<br />e
<br />I f
<br />I I
<br />= cT ION PSON MTS12 @ EA. CORNER
<br />" "BLOCKING SCALE= N.T_5. CJ2 �3UILT-LI'`' COL.UMN DATA{L. R
<br />SCALE:/ I' m OUBLE 2x4 �1 FILL LINTEL AND ALL CELLS ABOVE LINTEL CO SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 0 Ff#GFIESTOBO4DO0EA�ION
<br />J2 ASI BE£TNAT EDREINFORCEMY ENT G OPENINGS LESS THAN OR EQUAL TO 6'-C 51MP 60N STRONG
<br />2X4 PT STUDS @ 16` O.C. OR (1)2X4PT STUD =_
<br />24' O.C. UNDER COMMON TRUSS 1N WIDTH DO NOT REQUIRE ADDITIONAL STEEL TIE H,- TIro
<br />PT MDS UNDER HIP CARTER/GIRD R/TRU)SS x4 REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. FOND 3 AM STEP D ETA I L
<br />ROOF `TRUSS
<br />:f AN ABOVE 9)24S"MOTCNSTATGAGERED (TYP.) "�`' TYPICAL I=ILLE � 5G,4LE: N_T.5- �2
<br />MAIN SPAN ROOF TRUSS SIMPSON HUSC48 CONCEALED FLANGE c 2X4 BLOCKING SCALIE: N_T.5_ �
<br />`-UPLIFT CONNECTOR (SEE SCHEDULE) HANGER W/ (6) 10d INTO BEAM & SEE FLOOR PLAN NOTES LINTEL A55EI.-
<br />SIMPSON META2�I EA aria ---/ (6 3/16- X 1 3 4" TAPCONS
<br />FOR REQUIRED CONNECTION
<br />MOISTURE BARRIER ) / / 10d NAILS @ 6"
<br />8"X8"X16" K.Q. BLOCK W/ 1 #5 CONT
<br />AND FILLED W/ 2500 PS GROUT
<br />1 #5 VERT. IN CONC. FILLED 0ELL _.
<br />W/ STD. 9G' HOOK IN K,O: BLOCK
<br />KNEEWALL AI= O\/r= MA6ONR'I' WALL DETAILrE
<br />5c,4LE: N_T.S. S2
<br />f 'VENT OR 2ND FLOOR
<br />1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WAIL
<br />PLIFT CONNECTOR (SEE SCHEDULE) PREFAB CHIMNEY CAP SIMPSON
<br />( -YP.) SEE £LEV. �aue " " S, ;,-, FLASHING
<br />HTT16 TYP.
<br />J e PLA SIMPSON H5 AT (
<br />EACH JOINT TYP, 2'x4" BLOCKING SEE MANUF. ATTACH BLOCKING �IMPSON MTS12 +� £A. CORNER
<br />7/8" STUCCO FINISH PER ASTM C. 926 " — SPECS. FOR MINIMUM DISTANCE) TO TRUSSES A34 ANGLE TYPICALPSON SLOPE RE -ENGINEERED
<br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8
<br />OVER METAL LATH. FIRST 2 LAYERS 3/8" EXTERIOR FINISH woaD TRuss�s
<br />THICK EACH- 3RD i yj 1 ; �2X TOP PLATE
<br />�Z
<br />PREFAB CHIMNEY / ,PREFAB CHIMNEY ASSEMBLY 5/8" 0 THRU
<br />CRICKET AS REQUIRED �* Q — _BLOCKING @ MID POINT WHEN CKET f _
<br />�� .z CHIMNEY EXCEEDS 6 O" IN HEIGHT F — �r BOLT
<br />'k: -' GALV. METAL
<br />FLAW 1 /2" SHEATHING OR O.S.B. \
<br />I
<br />2"x4" STUDS @ 16" O.C. MAx.
<br />SIMPSON SP2 @ EA. STUB? " LO O.C. MAX.
<br />/J ,� 2"x4" BLOCKING TYP.
<br />kGA1V. MTL. FLASHING SIMPSON HTT16 X �'O'O
<br />�/CRICKET TYP.
<br />FASTENEDRTO TRU�ESSWI H 8d COMMONRUS5 TOP CHORD
<br />WIRE NAILS @ 4" 0/0 BOUNDARIES T'I'i�lG�4L GI-IIM'I' DETAILS Ti'�'IGAL I-ITT1>'o TO
<br />6" O/C EDGES & $" O/C FIELD .,
<br />u u
<br />j
<br />• f •
<br />-CONT.
<br />.. GREATER ..
<br />OPENING
<br />i .TICALZ111111111
<br />SEE FDi PLAN FOR LOCATION
<br />.
<br />il[STD.
<br />_.
<br />Mal
<br />i11
<br />Milli
<br />SC,4LE:
<br />2-ROWS 16d NAILS STAGGERED 0N.T.S.
<br />O.C. STAGGERED z 16" O/C EACH FACE OR 3-a
<br />A 16d NAILS STAGGERED 16 O C
<br />TRANSOM -- SIMPSON DTC @ 16d NAILS 0 FOR 2"x10" OR GREATER HEAD
<br />o o FRAMING EA. BLOCKING 16" o/c TYP.BEYO�SIMPSON STC W/ TRUSS BOTTOM CHORD OR "
<br />-�~ EACH PLY 3-8d COMMON NAILS 2x4 BLOCKING W/ 2-16d 7 5/8 88"
<br />7 5/$ 7 50. /8 8
<br />PLYWOOD 2X8 WALL TOE NAILS 0 EACH END (24" Q.G. MAX)
<br />o ABOVE ENTRY q — _
<br />SHEATHING (1) 2"x4" CRIPPLE FOR f DOUBLE HEADER W/ 1/2" ❑ �❑
<br />K.O. BLOCK OPENINGS 6'-0" OR y
<br />t W/(1} #5 CONT, LESS &22" X 4"2 FLITCH PLATE U.N.O.
<br />SOLID AREAS SWD AREAS
<br />B & FILLED CRIPPLE0"OR GREATER
<br />1/4 MIN. SPACE ❑ GARE ROUSTEEL AND ❑ ❑ GROUTARE STEEL AND
<br />2x TOP PLATE
<br />ANCHOR BOLT la&IJANp �3 ��K�INTERIOR WAL59, PLYWOOD FASENEDNO OTE: 2-16d NAILS SAW CUT TO 10 1/2" SAW CUT TO 10 1/2 FULL 8x8x16 BLOC;
<br />HEADER w (2) 16d 16" o% 24 O.C. OR EQUAL TO TRUSS
<br />MASONRY SHEATHING UNLESS N�TEb OTHERWISE BOTTOM CHORD OR BLOCKING
<br />WALL BELOW --ANCHOR BOLTS 0 24" ASONRY WALL CAN BE USED IN LIEU OF SIMPSON CL- , fl DOOR OPENING- -- -DOOR OPENING - - .S -DOOR OPENING—(
<br />O.C. MAX. (MIN. (2)
<br />�2"x4" STUDS TYP. STC STRAP
<br />PER BOTTOM PLATE) c 2x STUD 0 24" O.C. MAX.
<br />FILL THIS CAVITY WITH ® F#LL THIS CAVITY WITH , r#LL THIS CAVITY �' In
<br />SIMPSON HUSC48 UPLIFT CAP - 1302 Ibs) EXTERIOR WA GROUT FROM FINISHED GROUT FROM FINISHED GROUT FROM FINISHED
<br />GRAVITY CAP = 1262 ibs) SEE PLAN FOR REQUIRED ROVIDE HILTI X-CF NAILS OR FLOOR GRADE TO ❑ FLOOR GRADE TO FLOOR GRADE TO
<br />(J CONNECTIONS EQUAL @ 12" O.C. STAGGERED ❑ LINTEL ABOVE, LINTEL ABOVE. ❑ UNTEL ABOVE.
<br />3/4" FURRING STRIPS SIMPSON SIMPSON SIMPSON FROM BOT. PLATE TO CONCRETE ❑ ❑ ❑
<br />STANDARD 3" DIA. TEE L fNTEL5 AT ENTRY A35—
<br />oo A35 SP2 opFooR P.T. BOT. PLATE 2x P.T. T'LA X6 W1.4XW1.4 WWF
<br />THREADED 3" DIA. EXTENSION DOOR U�/TR, NUJ®1"I 2X4 TOP * UPLIFT CONNECTIONSN�N� OR ABERMESH 1ST COARSE 2ND COARSE 3RD COARSE
<br />1/2' GYPSUM BOARD DD
<br />W/ DRYWALL SCREWS oo NOT TO �aGALE REQUIRED AT LOAD
<br />�'� PATE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE
<br />F09ORff**F1=iLUAP 3" DIA. �� \ OVERLAPPING BEARING WALLS - - -
<br />} IR 8" O.C. OR 4d Q- - -. -a< COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL I5 TO BE
<br />DRYWALL NAILS ��� �
<br />LOAD BEARING/EXTERIOR
<br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
<br />DOOR JAMB �'� NAILED INTO Tod NAILS @ 6" WALL I• EADER DETAIL_ TYPICAL INTERIOR NON-13SARINC-s WALL DETAIL J MA50NRY LAYOUT
<br />3-1/4" LONG X 3/16"0 TAPCON. TRANSOM STAGGERED SCALE: NT.S.
<br />INTO BLOCI(®SPACING PER MANUFACTURE FRAMING SCALE: N_T.5_ S2 �2 SCALE= N.T.S.
<br />TRANSOM FRAMING
<br />J2
<br />1 X4 P.T. SEE SECTION AA/S1 AND z
<br />1 " DETAIL BB/S1 FOR ADDITIONAL REFER TO PAGE SDW1 FOR ADDITIONAL INFORMATION. WIDTH OF OPENING VARIES FORM CONCRETE INSET TO
<br />1 2" DRYWAL 1 X 4 FURRING DETAILS CRATE A SOLID BASE FOR BLOCK
<br />lo SIMPSON SP1 REFER TO PAGE SDW2 FOR WALL ABOVE.
<br />o
<br />MIN. EXTENSION FROM EXTERIOR " / " Tir�IG4L C�,4iR,4CxE DOOiZADDITIONAL INFORMATION BY MANUFACTURER. 1/2"X9 1/2" PLYWOfl
<br />DOOR JAMB W 1 NCHOR BOLTS 0SCRAP MATERIAL FACE OF BLOCK WALL IS 1 1/2" %4 X 2-1/2 S.D.S. SIMPSON SIMPSON 35 24" O.C. MAX TR4C< MOUNTING DETAIL r<"NN T'Y1`'ICAL S�GTIC3I�I TI-��Ll EU11�I�DLU
<br />MAXIMUM EXTENSION FROM EXTERIOR WOOD SCREWS INTO P.T. @ 12" O.C. RECESS A35 SCALE: N7.;�,
<br />FACE OF BLOCK WALL IS 2 1/4" 15
<br />TO DRAIN LINTEL 52
<br />SCALE N.T.S. �2
<br />3/16"0 X 3" LONG TAPCONS STAGGERE 1X •
<br />2X4 P.T.
<br />16" O.C. 2-ROWS INTO MASONRY QA" PLATE
<br />THROUGH 1x4 P.T. & 1x8 P.T. LI X 8 P.. 2X8 P.T. BOTTOM PLATE FORM CREATES CONCRETE RECESS
<br />WALL CLEAN -OUT GARAGE DOOR -TRACK MOUNTING BRACKET RECEIVE GARAGE DOOR AND TO ALI:'?'k
<br />N
<br />,4 1-1 f 2 " D ETA I)_ FOR WATER SHED.
<br />SCALE: T.S.J- 2 3/16" x 3 -1 /2" TAPCON ANCHOR BOLTS 0 24" O.C. MAX. SIMPSON SIMPSON _--GARAGE DOOR TRACK 2x4 (NOM.) KEEP STIFFENER BACK FROM SIDES ENOUGH
<br />DOOR JAMB W 1 /4" X 3" S.D.S. (MIN. (2} PER BOTTOM PLATE A35 SP2 GARAGE BOOR ROLLER _ TO ALLOW SPACE FOR FLAT �IASflNS JOL ,
<br />CONNECTION ASSEMBLY
<br />TOP SPLICE 12" O,C. 2 ROWS STAGGERED, UPSET WOOD BEAM (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. A'l `
<br />S{MSPON META 16 (SEE PLAN FOR SIZE) qq LL ppI CCT ON OF :::::: � ' MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
<br />DOUBLE 10d 1X4 P. 2X4 STUDS 0 24" O.C. :: GA AGE 00 PRODUCT MEETS 1ilE SHAPE AND DIMENSIONS OF THIS DRAWING.;
<br />2 1/4 DETAIL 2 X 8 P.T. 2—O
<br />(2)2X8BEAM
<br />TRANSOM OPENING
<br />PRECAST RECESS
<br />LINTEL (FILLED)
<br />#5 REBA
<br />DOOR OPENING
<br />•
<br />1 /2" DRYWALL 1 X4 PURRING
<br />A35 SON SP2psON A35 s�
<br />�,
<br />10d 8 O/C
<br />DOOR JAMB W 1/4" X 3" S.D.S.
<br />1 2 ANCHOR BOLT @
<br />10d NAILS @ 4" % "
<br />STAGGERED (2)
<br />'` PER BOTTOMXP AITNE 2x4 P.T.
<br />`�a
<br />1 X''
<br />SECTION
<br />e PLATE
<br />3/16"0 X 3-1/2" LONG TAPCONS STAGGERED X8
<br />� NAILED INTO l .
<br />OTTOM SPLICE
<br />STAGGERED Q 16" O.C. 2-ROWS INTO MASONRY 1X8
<br />�`a� TRANSOM
<br />NOTE: OVER STUD
<br />THROUGH 1XS P.T. & 2x$ P.T.
<br />TRANSOM FRAMING PLYWOOD
<br />FASTENED TO TRUSSES WITH 8d COMMON SIMPSON A35
<br />PLATE LENGTHS MUST BE
<br />�� 1 X 4 FURRING
<br />DETAIL
<br />SEE SECTION AA/S1 AND WIRE NAILS @ 4" O/C BOUNDARIES
<br />AT LEAST 8'--0" LONG, TYPICAL
<br />1 /2" DRYWALL
<br />BB/S1 FOR ADDITIONAL 6" O/C EDGES & 8- O/C FIELD
<br />T'01�' �-'L,4TE 5�'LICE DET,�lL �
<br />fi
<br />DETAILS .
<br />SCALE: N.T.S.
<br />DOOR JAMB W 1/4" X 4-1/2" S.D.S. 12" O.C.
<br />CJ 2
<br />SIMPSON SPI
<br />1Od @ 12" O.C. 1 4
<br />208 P.T. WITH 3/16"o X 3" LONG TAPCONS o—'
<br />LINTEL A35sQN
<br />SIMPSON A35 A
<br />SIMPSON LSTA12 @ 24"
<br />STAGGERED @ 16 O.C. 2—ROWS INTO MASONRY 2X8
<br />DOl}BLE 2 TOP PLATE
<br />,s
<br />C�AR,4e�� �NTR�` EOR�I DTI
<br />I
<br />_ MOUNTING BASE SHOWN
<br />POURED CONCRETE BASE FOR IN POSITION
<br />BLOCK WALL. RECESSEDBOTTOMBOTTOM „OF MOUNTING BASE
<br />ANDCATI:R iA-TDGORIONARD GflRAGE FLOOE A R. FINISHED 2x6 MOUNTING BASE
<br />THIS DRAWING.
<br />PARTIAL INTERIOR ELEVATION ,--8x8x16 C.M.U. I
<br />6C,4LE: N.T.S. ; -.}' GARAGE FLOOR
<br />MOUNTING BASE NOT _
<br />SHOWN FOR CLARITY
<br />SEE DETAIL BELOW
<br />SEAT FOR BLOCK IS MOUNTING E3,46E DETAIL
<br />POURED IN PLACE CONCRETE SCALE: N.T.
<br />GARAGE FLOOR SLAB
<br />S.
<br />� , , "NOTL C] ,�r� �� a. �N � , - .
<br />x STAGGERED (FOR SHORT--1 /4 DETAIL a. ; .: d` SIMPSON META16 (UPLIFT CAP = 1500 LBS) SLOPE FORWARD SPAN PROVIDE 2 STRAPS ON � Q -a � � ' ° -
<br />EACH END MIN.) 5UIi.,.DOUT e OVEfR SIZE DOOR- 2X8 P.T. BOTTOM PLATE FRAI" ZING DETAILSLINTELS AT ENTR'1� FOR DRAINAGE ❑ TI-IU1' I--_ }-I�i'I�jI�, P _ ��s�122
<br />2x BLOCKING @ EACH END W/ 10d WINDOW ROUCE;H OFENINC�S cc � A�3D1�E ENTR'r" Kf'=F DOOR U,1/TRAi�(5p1'''I EE I_ I ilJlN J_ SEN50N E_ 04ela
<br />x 3" ®4" O.C. FROM EACH HEADER NOT To SCAL�61
<br />ANCHOR BOLTS @ 24" O.C. MAX. (MIN. NOT TO SCALE c.�2 NOT TO SCALE A� r�2 ❑ ALI 455A5 HAKIM, P.Es &7 i
<br />FACE TO BLOCKING
<br />(2) PER BOTTOM PLATE)
<br />SEE PLAN FOR FOOTING ".; TO THE SI=ST OF THE ENCxINEER'5 KNOWLEDC-sE AND BELIEF, TPIE
<br />SECTION DIMENSIONS
<br />(2) 2x HEADER 2 x 8 BUCK - CONNECT TO BLOCK WITH STRUCTURALI '
<br />%'LANE AND 5PECiNCATIONS CLY WITH THE
<br />" 2 x 8 P.T. BUCK -CONNECT TO BLOCK ASECATION 3/16' x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) -B FLORIDA BUILDINCz C00E, SECTION IroOra FOR I20 mpH a SECroNc
<br />VARIES 2x BOTTOM PLATE W/ (1) 10d X 3 W/ 3/16" x 3 1/4 TAPCON " Ca15T, E>(FCGLIRE B 01IND Z0NE (2001 EDITION). f e
<br />1" SOLID BLKG. AT TOP -0 8 /-1 MAX. M GARAGE ENTRY PINISI4ED
<br />12" O.C. TO EACH HEADER FACE ( 1 1/4' MIN. EMBEDMENT INTO BLK.) T MAX. AN. ARCH BLKG. &BUCK Q -0 8 MASONiR''r DIETAIL. TH15 DRAlU1NG AND DESIGN IS VALID FOR TZ MONTHS AIR TEE
<br />BLOCK HEADER SOLID BLKG. AT TOP DATE IT IS S1C•sNED AND SEALED.
<br />2 X (�INJ FRA� 3/16" x 3" TAPCONS 1 X 4 FURRING STWN. ARCH BLKG. &BUCK SCALE: N_T,5. I
<br />52 51GNED AND SEALED FOR THE STIRUCTURAL I OWN OF TH1t
<br />WALL ,�,4EADER IDETA14 1 X 4 FURRING �-$� BUCK AT 8" O.C. DRAWING pN1.7.
<br />t..- /r � � 8d NAILS 0 8 O.C. AT BUCK 2 x $VERT. W/ (2) 1O
<br />BLOCK HEADER NAILS AT EA. END
<br />(4) tOd NAILS INTO LEAVE A CUT OUT IN O.S.B.
<br />SIMPSON LSTA12 C� 24" 2 x 8 BRACE/ BLKG. ON THE INSIDE TO ALLOW FOR PROVIDE 2 x 8 1BRACE PROVIDE (2) MIN. G",
<br />(2) 2x4 TOP PLATE STAGGERED (FOR SHORT INSULATION TOO INSTALLED STWN, VERT. BRACES WHEN TAPCON AT EA. SIDE
<br />SPAN PROVIDE 2 STRAPS ON 1/2' DRYWALL 2 x $ 45 DIAGONAL HGT. OF BRACE EXCEEDS 24" BUCK - (1) WITHIN � REVISED Q8--15-03 ENGINEERING, 6�
<br />EACH END MIN.) BRACE AT �E/A. FACE
<br />A)2 x 8 VERT. ON THE INSIDE TO ALLOW FOR
<br />CE LEAVE A CUT OUT IN O.S.B. 4 MIN. OF START
<br />2 x 8 46 DIAGONAL 7/16' OSB OF ARCH EA. N 10d OF ARCH P-0- BOX 3400 - ,4 o � TVA - 3 1
<br />BRACE(S) ARCH PANEL CUT HOLE IN O.S.B. FOR NAILS AT EA. NBRACE(S) INSULATION TO BE INSTALLED 0 CREATED 01-02-02 PWOM _ (813) 61 0 r 6 - (sm)
<br />POLY -CELL IN THIS AREA 120 MPH ©THESE DRANBNCS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENUNEERING, P.A. AND INS
<br />BUILT UP PLWD_ BUCK - (4) 1Od NAILS INTO
<br />7 16" OSB
<br />SEC. GUST CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHOM ED USE IS PROHIBRl D. — 2003
<br />SCRIBE (NOTCH) BACKSIDE TO FIT 2 x 8 BRACE/ BLKG. BUILT O PLWD. BUCK RCH PANEL
<br />((2} 2x HEADER W/" ARCH CONNECT W/ 8d NAILS SCRIBE (NOTCH) BACKSIDE TO
<br />X I�L�"YWOOD FLITCH PROVIDE TAPCON FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG, (FULL WIDTH OF WALLS} START OF ARC ��- L ENNAR HOMES
<br />WALL RAMS p TA I 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) WITHIN 4" MIN. BTWN. OSB ARCH FACES W/ (4) 1 Qd NAILS 4` MAX. RAI). _
<br />INSTALL WDW. SCREW BTWN. OSB ARCH FACES W (4) 1Od NAILS OF BRACE INSTALL WDW, SCREW THRU OSB INTO 2 x 8
<br />L ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. SCALE TEA DIY9�6 DRAWN "��`
<br />PER INSTALLATION DETAILS START OF ARC PER INSTALLATION DETAILS EQUAL. EQUAL D� iI/E2J02 N: /BLOCKS%STD 2C1O1
<br />WALL
<br />�•-.� t PROVIDE TAPCON PER WDW. INSTALLATION 4' MAX. RAD. ARCH U�-T•,�IL
<br />!ALL HEADER DETAILS ! �^, DETAILS OR THRU 1-1/2" THK. OR MORE BUC
<br />ARG-I DETAIL rAA WITHIN 6' MIN. OF START` OF ARCH NOT TO SCALE 52 SECTIONS, DETAILS, NOTES
<br />SC ALE= N.T.S. cj2 NOT TO SCALE 52
<br />DE J05 NO. f'M - 5027 62
<br />TRANSOM OPENING
<br />A.F. .
<br />--T7'-4"
<br />PRECAST RECESS
<br />LINTEL FILLED
<br />5 REB
<br />DOOR OPENING
<br />iLll-n . ,_ �r-. I I I I I I i I I.. .-TfT-ffT--. _- 1 1 1 -1--- - .I L 1, _ . Ll L
<br />
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