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3 <br />a <br />,o <br />x <br />LO <br />0 <br />O <br />co <br />I <br />0 <br />i <br />.D <br />0 <br />0 <br />J <br />00 <br />1 <br />0 <br />c <br />i <br />rn <br />3 <br />a <br />0 <br />O <br />C <br />a <br />E <br />E <br />S <br />C <br />J <br />r7 <br />0 <br />U <br />0 <br />0 <br />i <br />CL <br />0 <br />J <br />r7 <br />0 <br />0 <br />0 <br />w: <br />0 <br />0 <br />0 <br />-N <br />0 <br />0 <br />z <br />m <br />v <br />cn <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905. <br />1-2 <br />(TYP.) VARIES / <br />INSULAIfI <br />5/8" OR 1/2" HIGHS <br />STRENGTH CEILING <br />BOARD PER CODE (OR 5/8" <br />GYP. TYPE "X" @ GARAGE <br />W/A HABITABLE ROOM <br />ABOVE) W/DRYWALL <br />SCREWS @ 7" O.C. <br />CEILING & 8" O.C. WALLS <br />06Y11WIT411sPr1»Z <br />CHART ON FLOOR <br />PLAN <br />1x2 P.T. HORIZONTAL <br />NAILER <br />STD. 90-HOOK (SEE DETAIL <br />2x #2 SPF STUDS - <br />@16" O.C. W/ (2) <br />16d TOENAILS T & B <br />2x P.T. PLATE <br />„ <br />(1) ROW 2x BLOCKING @ MID <br />HGT. FOR WALL HGT. <_ 8'-6". (2) <br />ROWS 2x BLOCKING @ 3rd FITS <br />FOR WALL HGT. > T-6". <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />APPLICABLE. d <br />1/4" DIA. X 31/4" TAPCONS @ 24" 01C & <br />@ 6" MAX FROM END OF 2 x PLATE <br />CV <br />(1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 r <br />UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH <br />PITCH > 4:12 1 . e v. <br />(2) LAYERS TYPE I OR TYPE II <br />(#15 OR #30) UNDERLAYMENT -I I I —I —I I m a I I�EEI I I=111=1 I I= <br />FOR ROOF PITCH 4:12 OR LESS. ET—AII' . <br />� <br />PRE ENGINEERED WOOD <br />TRUSS @ 24" O.C. U.N.O. <br />HURRICANE ANCHOR @ EACH <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />METAL PL. UNDER EA. TRUSS <br />MOISTURE BARRIER TYPICAL INTERIOR BEARING <br />SHINGLE ROOF <br />7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG <br />*EDGE <br />AILING SCHEDULE ON SHT. SEE TYP. WALL SECTION <br />N1 SCALE:3/4"=1'-0" S3 <br />ELEV. VARIES FOR ADDITIONAL SLAB <br />—INFORMATION. <br />LUMINUM DRIP <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />a❑ <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=V-0" <br />ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />12" .N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C <br />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />,/r <br />-7/r <br />5/8"OR 1/2" HIGH STRENGTH <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />1(O HIGH STRENGTH <br />(U.N.O.) (OR %" GYP. TYPE "X" @ <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />(U.N.O .) (OR / GYP. TYPE X @ <br />GARAGE W/A HABITABLE ROOM <br />EACH END (WHEN PARALLEL) <br />GARAGE W/A HABITABLE ROOM <br />GARAGE <br />ABOVE) <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />ABOVE) <br />S.P.F. DOUBLE <br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ <br />TOP PLATE <br />(10)10d NAILS WHEN TRUSS ALIGNED WITH <br />S.P.F. DOUBLE <br />STUD BELOW <br />TOP PLATE <br />SIMPSON SP2 w/ <br />(12)10d NAILS <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. <br />SIMPSON SP2 w/ <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. <br />(12)10d NAILS <br />SHEATHING REQ'D. FOR ALL <br />1) ROW 2x BLOCKING @MID HGT. FOR WALL <br />5/8" x 10" "J" BOLT @ 24" O.C. W/ <br />EXTERIOR OR SHEAR WALLS AS <br />HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS <br />2"x3/16" PLATE WASHER (TYP.) <br />INDICATED ON THE PLAN. ATTACH <br />FOR WALL HGT. > 8'-6". <br />(ALT: 1/2"x12" TITEN HD @ 24" <br />SHEATHING W/ 8d COMMON NAILS @ <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />4" O.C. @ BOUNDARIES, 6" O.C. @ <br />INSULATION PER CHART ON FLOOR PLAN <br />@ 24" O.C.) <br />3/8" MORTAR BETWEEN <br />EDGES, AND @ 12" O.C. @ FIELD <br />"SIMILAR AT FOUNDATION <br />SLAB &BLOCK <br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ <br />IMPSON SP1 w/ (10)10d NAILS <br />IF NOTED, THIS REFERS T <br />2"°x3/16" PLATE WASHER (TYP.) <br />STEP, SIZE OF FOUNDATIO <br />ELEV. 0'-0" <br />(ALT: 1/2"x12" TITEN HD @ 24" O.C. <br />2x P.T. BOTTOM PLATE <br />4AND <br />REINFORCEMENT AND WIL <br />OR 5/8"x10' WEDGE ANCHOR @ 24" <br />x 6 W1.4 x WR <br />INCLUDE THE WALL <br />A.F.F. <br />O.C.) 2„ <br />WWF OR FIBERMESH <br />ATTACHMENTS <br />ELEV. 4-31/2" <br />31/2" MIN. <br />31/2" MIN. <br />A.F.F. O <br />a <br />LIL <br />/2"(min.)- 4" <br />I 1=T=1 I� '31CIO <br />a <br />00 <br />31 /2"(min.)- 4" LLF <br />LI FF_ I= 1I =� I I- <br />- <br />—111=(III .� 1=1TI <br />(2) #5 CONT. 1 _, '= <br />4" 1'-4" 8 <br />U.N.O. MIN. <br />TYPICAL BEARING WALL @ STEP @ SHEARWALL <br />"SHEAR WALL" SCALE: 3/4"=V-0" <br />GOr'' RE�'I <br />GV <br />Qc5' <br />EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" O/C 'o M�N�'OV 5 <br />SHEET LOAD BEARING OR @ INSULATION PER FBC AND ENERGY <br />8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: <br />BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR <br />FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION <br />SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ <br />G/S3 FOR ANCHOR <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL (10)10d NAILS <br />8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" <br />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 />5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD <br />-TYPE 'IS" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR <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. PROVIDE (1) SIMPSON SP1 w/ <br />(10)10d NAILS WHEN TRUSS ALIGNED WITH <br />STUD BELOW <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />U.N.O. <br />1) ROW 2x BLOCKING @ MID HGT. FOR <br />WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING <br />@ 3rd PITS FOR WALL HGT. > 8'-6". <br />INSULATION PER CHART ON FLOOR PLAN <br />SIMPSON SP1 w/ (10)10d NAILS <br />2x P.T. BOTTOM PLATE <br />6x6W1.4xW1.4 <br />1 WWF OR FIBERMESH <br />• e <br />!"(min.) - 4" -III=III III I I �I I <br />T -I I VI 11 <br />111= 1—I =11I 11=III—II I �- <br />(2) #5 CONT. <br />U.N.O. �-4 MIN. � <br />TYPICAL BEARING WALL @ STEP CC <br />FINISH <br />1x2 PT WD FURRING @ 24" O.C. <br />1/2" GYPSUM WALLBOARD <br />(1) #5 VERT. IN FILL <br />U.N.O. <br />CELLS (SEE <br />FOUNDATION PLAN <br />FOR LOCATIONS) <br />1x4 P.T. BASE NAILER <br />4"x4" INSPECTION <br />31/4" BASEBOARD <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <br />co <br />AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 <br />LL' <br />NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />"FIBERMESH"DECO <br />FINISH 4" to 6" <br />BELOW GRADE <br />T <br />7�Tfi ° L <br />t+ <br />6 MIL VAPOR <br />I <br />BARRIER <br />p 4 <br />D �I <br />N <br />COMP. SOIL. <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" MIN. <br />CLR. <br />(2) #5 REBAR CONT. <br />CHAIRS TYP. <br />1'4" (1 STORY) <br />STD. 90 HOOK (SEE <br />U.N.O.N O <br />4" <br />V-8" (2 STORY) <br />DETAIL) <br />) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" = 1'-0" <br />S3 <br />OPT: DEPRESS SLAB 5Y2" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB 14„ O.H.D. RECESS <br />PAVERS 'j' z <br />ri g <br />SEE A/33 OR J/S6 —I I I li i I it <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STOR ) <br />GARAGE DOOR SLAB RECESS J.1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <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 />SCALE:3/4"=V-0" S3 <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] #5 REINFORCING <br />BOLTS 6" MAX FROM <br />SPACED EVENLY <br />FIBERMESH <br />WEEP SCREED INSTALLEDUj <br />BAR <br />END OF 2" x PLATE <br />T <br />2x P.T. PLATE <br />PER MFR INSTRUCTIONS <br />o <br />0-11 <br />ASSUMED FINISHED <br />E <br />#3 OR #4 REINFORCING BAR <br />0 <br />GRADE <br />�, o ' <br />T ° ° .p <br />z <br />FINISH GRADE °O <br />#3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi <br />[GRADE 60 MIN. Fy= 60ksi] <br />25" MIN. LAP [30" MIN. LAP] <br />=1 <br />a <br />111=11=1 <br />(1) ROW 2x BLOCKING @ MID HGT. <br />FOR WALL HGT. <_ 8'-6". (2) ROWS <br />2x BLOCKING @ 3rd FITS FOR <br />WALL HGT. > 8'4'. <br />1/2" GYP. WB (MIN.) @ GARAGE <br />SIDE IF APPLICABLE. <br />5/8"DIA. EXPANSION BOLT @24 " O.C. <br />W/ 7" EMBEDMENT (MIN. SHEAR <br />3500#, MIN. TENSION 2600#) _' <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH �r <br />=1 I 1=1 I 1=1 11= <br />III I I 1=1 11=1 I (—' <br />o 0 '-11= 11=1 I I I=J1I =_1 I <br />r III°° <br />6MILVAPORBARRII 1=—R 17/8" U' <br />#5 REINFORCING BAR <br />III .III—��111=1 I III —III III- <br />I-III=III=III—III-III-� I (2) #5 CONT. ' I11-z #5 LAP SPLICE <br />11 pD ° °—III—III—III—III—I =1 I I I I —III <br />a i- <br />- COMPACTED T <br />9 % MODIFIED PROCTOR ASTOM <br />D1557) IJ 1 1I I� �I 1�11,�1 11 11� �Tf <br />I I I=1 I I=1 I I=1 I I —III —III —I 11=1 11=1 I I —III —III —I 11=1 11=1 I I_ 4 1-4 <br />III -III_ III ;;IIIIII IllIII 111III 11,;,III,-III 111=I I�- <br />FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'41 S3 <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min.) 4 <br />217 <br />° A Wit• GRADE <br />. V —I IIIIIII <br />=(1) #5 REBAR w/ OPT. <br />—I fT= I SCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13" <br />O.H.D. RECESS d <br />CV <br />M <br />-�I I=1T'll a 00 <br />r <br />-I '•y I —I I I: <br />I II .. .'•'. '. 1 _I <br />SEE A/S3 OR J/S6 J'1 1 I I I 1l, mo, I I I -1-Ir- <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />V-4" (1 STORY) <br />V-8" (2 STORY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />2„ HOLD GYP. BD. <br />1/2" FROM SLAB <br />O, 01, CONT. BEAD SEALANT <br />... �. ¢ <br />INTERIOR <br />r. <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 />a° <br />co171 <br />6 MIL VAPOR T I (= =1 L• — <br />BARRIER r'i =1 I HTr <br />I- <br />' �IIII IIIIIIIIII�I' III <br />4„ 4" <br />INTERIOR WALL SLAB STEP NON-BRG.��K <br />SCALE:3/4"=1'-0" S3 <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />REINFORCING•1 O• <br />'• — <br />REBAR DETAILS F <br />SCALE: N.T.S. S3 <br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN <br />10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN <br />AT 24" O.C. MAX. FOR TRUSS <br />SEE PLAN FOR CONNECTION INFO <br />TOP OF BEAM &LAYOUT DESIGN <br />SEE ROOF PLAN <br />(2) HTS20 FOR STRUCTURAL <br />BEAM SIZE & <br />CONNECTION INFO <br />z ° 2x4 P.T. <br />PLATE <br />$ 7/16" <br />O.S.B. <br />COLUMN LOCATION <br />I <br />� <br />2x4 #2 SYP P.T. FRAMING w/ <br />' <br />MIN 7/16" O.S.B. SHEATHING <br />z <br />ATTACHED PER NAILING <br />w <br />SCHEDULE <br />J <br />6x6 P.T. #2 SYP <br />w <br />LU <br />ABU66 <br />2X STUDS @ 24" O.C. U.N.O. <br />SECURE 2x4 P.T. BTM. PLATE <br />SEE DETAIL 16/D1 FOR <br />w/ 1/4"x3" TAPCONS <br />COLUMN TO PORCH SILL <br />AT 8" 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 />W/ DRYWALL 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 />M <br />FILLED SOLID (SEE PLAN FOR <br />6 x 6 W1.4 x W1.4 N <br />SIZE AND REINFORCEMENT) <br />WWF OR FIBERMESH <br />' A <br />BRICK PAVERS or SLAB PER <br />COMMUNITY SPECS <br />0 -0 FIN. FLR. <br />ON 3 CHAIRS <br />8" 1'-4" 8° <br />TYP. <br />TYPICAL INTERIOR BEARING <br />WALL W/ UPLIFT G <br />SCALE: 3/4"=V-0" S3 <br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 <br />S.G.D. (U.N.O.) �� I WWF OR FIBERMESH <br />SEEA/S3/J/S6 ��—$'/" 8, <br />FOR REINF. INFO. <br />OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. �^ <br />SLAB STEP & RECESS @ S.G.D. M <br />SCALE:3/4"=V-0" \, S3 <br />MASONRY WALL AND <br />PAD FOOTING <br />8" MASONRY WALL -- <br />EXTEND FILL CELLS � <br />TO FOUNDATION PAD _ <br />CONT. FOOTING STEEL MAT REINFORCING. r ' <br />009 <br />GRADE 4 ° M <br />c� III=III a aLU <br />. 1=1I1=1I1=1I1=I' <br />0 0 11 a• I 11=1T=III _ Z z <br />ILL V — ° 0 4— <br />`� FOOTING J <br />III —III —III —III —III III —I t I —III_ <br />11,-IIII�illliiilll� 111 11 III III BEYOND <br />PAD REINFORCEMENT 3" MIN. CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL N <br />SCALE: N.T.S. S3 <br />,k <br />TV r <br />o. <br />Ib <br />O <br />r <br />ESS�Qyl <br />ll <br />�d •�v <br />Z <br />� <br />g tt <br />�ePtli��5��'��5,. <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 <br />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 />v) <br />o � p �S <br />t� N N Rk <br />♦, <br />Loay <br />J <br />N CV �1 LL <br />® <br />���in J a <br />LL <br />QLL <br />aj M M W N <br />@�ii aa� <br />"t <br />13 <br />J-O z O <br />L � 9 IY m O <br />• N m <br />�ca M <br />02 <br />N <br />Z <br />Z <br />00 a <br />N M Z U 0 <br />J <br />O <br />U ❑❑❑ <br />W <br />Z N M <br />o� <br />z <br />� <br />N <br />M <br />z <br />(.D o <br />LL <br />1 j <br />T <br />I'>3 <br />C4) <br />w <br />O <br />w o <br />�N <br />U <br />w J <br />= O <br />I <br />A <br />c U) <br />¢ 0 <br />o <br />m <br />J <br />w <br />o <br />z <br />LL. <br />Q E <br />_� <br />Wo <br />Zo <br />z® <br />oa <br /><z <br />- <br />20. <br />o <br />� Q <br />0 <br />O C <br />C14 <br /><o <br /><o <br />¢W <br />r0 <br />Uj C <br />_ C <br />0r <br />v <br />y <br />m� <br />O <br />oLL <br />Z, <br />65 J <br />m <br />< W <br /><z <br />N <br />� <br />z <br />J U <br />son <br />Q <br />o , <br />2 <br />N W <br />NM <br />U <br />�oir <br />aLL <br />CO <br />z <br />Y <br />x <br />X 0 <br />o <br />u F <br />o� <br />L <br />Z< <br />o� <br />U <br />0 N � <br />= <br />ca <br />W <br />.� <br />ca <br />0 <br />L0 <br />1 <br />C <br />0 <br />O <br />o <br />to <br />W m <br />U <br />I� <br />N <br />r <br />O <br />LO <br />E <br />w <br />N <br />o <br />z <br />E O <br />rs <br />co <br />a <br />E <br />0 <br />v <br />¢ o <br />C <br />JOB <br />NO: <br />20-8071 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />] <br />�tr r7� i f I <br />