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I <br />CN <br />I <br />M <br />r <br />L <br />v <br />0 <br />Q <br />N <br />I <br />(D <br />N <br />J <br />6 <br />�t- <br />LO <br />r` <br />0 <br />I <br />0 <br />r) <br />CD <br />O <br />I <br />i <br />I <br />co <br />N <br />CD <br />i <br />N <br />v <br />cntu- <br />0 <br />a <br />N <br />I <br />0 <br />N <br />J <br />LO <br />0 <br />I <br />Lo <br />0 <br />I <br />N <br />v <br />o- <br />0 <br />a <br />C) <br />Q <br />N <br />v <br />d <br />FE <br />a <br />E <br />_ <br />i <br />v <br />c <br />J <br />i <br />a <br />0 <br />v <br />U <br />J <br />LZ <br />0 <br />Ln <br />45 <br />v <br />0 <br />0 <br />a <br />NC'4 <br />0 <br />L <br />0 <br />0 <br />LO <br />V) <br />0 <br />m <br />v <br />\ (TYP) SEE ELEV. <br />SIMPSON SP2 w/ (12) 10d <br />NAILS AT EACH STUD <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2)16d TO <br />TRUSS BELOW <br />SEE TYPICAL WALL SECTION <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD <br />PLAN 12 TRUSSES @ 24" 0/C <br />1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE <br />(2) 2x HEADER TO SIT DOUBLE 2"x4" S.P.F. TOP PLATE <br />FURRING STRIPS <br />2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE <br />3/4" <br />SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM <br />1/2" GYPSUM BOARD C. 926 APPLY 3 LAYERS W/ <br />CONNECTION <br />SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS TOTAL THICKNESS 7/8" OVER <br />2x DEAD WOOD @MID FOR CLEAN -OUT @ 8" O.C. OR 4d 7❑ ❑ ❑ METAL LATH. FIRST 2 LAYERS <br />POINT w/ (3)12d DRYWALL NAILS SOLID AREAS ARE SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER <br />TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT ❑ STEEL AND GROUT 1/8" THICK OVER WATER <br />EXTERIOR FACE OF BLOCK <br />DOUBLE 2x TOP - - <br />EVENLY WALL IS 1 1/2" MAXIMUM ❑ ❑ RESISTIVE BARRIER <br />PLATE INTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL SIMPSON SP2 w/ (12)10d <br />FACE OF BLOCK WALL IS 21/4" NAILS AT EACH STUD <br />2x BLOCKING @ EACH END W/ 10d @ <br />4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />(2) 2x HEADER <br />PER PLAN <br />vfiRiES 2x BOTTOM PLATE W/ (1)10d @ 8" <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAILT"), <br />SCALE: N.T.S. S4 <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) <br />DOUBLE 2X4 SPF. #2 <br />TOP PLATE <br />2x S.P.F. STUDS @ 16" O.C. <br />SINGLE 2x CONT. TOP <br />PLATE W/ (2)12d INTO <br />TRUSS ABOVE <br />2x CLOSURE WALL W/ <br />STUDS @ 16" O.C. W/ <br />(3) 10d TOENAILS T&B <br />AS REQ'D <br />2x BLOCKING @ MID <br />INT EVERY OTHER <br />STOUD W/ (3) Od NAI S <br />F-. <br />1/2" EXTERIOR GRADE SHEATHING —�;; r__ <br />- <br />FASTENED TO TRUSSES WITH 8d COMMON <br />WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C <br />EDGES & 8" O/C FIELD <br />SIMPSON SP1 w/ (10)10d <br />NAILS AT EACH STUD <br />2x P.T. PLATE <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90^ HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />MOUNTING BASE NOT SHOWN <br />FOR CLARITY SEE DETAIL <br />K/S4 <br />SEAT FOR BLOCK IS POURED, <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />TROWEL FINISH SEE <br />GENERALNOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />BLOCKING (TYP.) <br />PROOF TRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />CL DOOR OPENING DOOR OPENING --Nfg—DOOR OPENING —CL 1/2" EXTERIOR GRADE SHEATHING CRICKET AS <br />TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED <br />EXTERIOR � • ❑ � COMMON WIRE NAILS @ 4" 0/C <br />BOUNDARIES 6" 0/C EDGES & 8" BLOCKING ( ) <br />WALL CLEAN -OUT A WALL ❑ El❑ 0/C FIELD <br />S4, ❑ ❑ ❑ 2X4 PT STUDS @ 16" O.C. <br />SCALE: N.T.S. <br />(2) 2X4 PT STUDS UNDER HIP <br />1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" <br />REFER TO WINDOW PRODUCT APPROVAL NAILS AT EA. TRUSS VERTICAL WEB <br />SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11"DOOR JAMB WALL IS TO BE (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • <br />MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD MOISTURE BARRIER ROOF TRUSS <br />UPLIFT CONNECTOR <br />S4 SCALE: N.T.S. 54 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J <br />11 a <br />4 <br />4 ° d <br />$" STD. 90 HOOK g" <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />GREATER THAN 6-0" WIDE (U.N.O. ON <br />PLAN) <br />OPENING <br />FILLED CELL W/ (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />Afl- <br />NOTES: <br />O FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION <br />PORT <br />@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. <br />O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT <br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />FLOOR PLAN. <br />TYPICAL FILLED LINTEL ASSEMBLY <br />SCALE: N.T.S. <br />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />J <br />" w <br />T > <br />O <br />FORM CREATES CONCRETE RECESS TO <br />2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW <br />FOR WATER SHED. <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />MOUNTING BASE SHOWN <br />IN POSITION GARAGE ENTRY FORM DETAIL <br />i 2x6 MOUNTING BASE <br />�8x8x16 C.M.U. GARAGE DOOR <br />GARAGE DOOR ROLLER <br />CONNECTION ASSEMBLY <br />GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />e <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />SHED FORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />\GARAGE DOOR TRACK <br />4091.1 <br />88" <br />71" <br />58" <br />41" <br />34" <br />10" <br />6 3/4" <br />31/2"- <br />Tom/ <br />Ploy <br />qN <br />2x CRIPPLES @ —� <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />SIMPSON SP4 w/ (6) <br />10dx11/2"AT EA <br />STUD (USE SP6 FOR <br />2x6 WALL, USE SP8 <br />FOR 2x8 WALL) <br />10d NAILS @ 8" <br />0/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 90° HOOK IN K.O. BLOCK <br />VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE <br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN, SCALE: N.T.S. <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />NOT TRANSFER LOAD. <br />WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />DOOR STOP PSPN516Z w/ (12) 16d NAILS <br />MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 <br />2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA, SIDE OF <br />DOOR sag -.SPLICE STAGGERED <br />J-BOLT <br />TRACK <br />BRACKET <br />vvvn r nr��.r� <br />W/MOUNTING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL GARAGE DOOR BUCK K <br />SCALE: N.T.S. S4 <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2" x 4" WALL <br />2" x 6" WALL <br />STRAPS <br />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <br />1'- 4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />4'- 9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9' -16' <br />(3) <br />(4) <br />(2) <br />(4) <br />(2) LSTA30 <br />FLAT STRAPS PER CHART ABOVE TO BE BENT <br />OVER TOP PLATE ** HOLD DOWN CONNECTIONS <br />NOT REQUIRED @ BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />2-ROWS 12d NAILS STAGGERED <br />@ 12" O/C EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED <br />@ 12" O/C FOR 2"xl0" OR <br />GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />S4 INTERIOR HEADER: <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER . EXTERIOR HEADERS: <br />ONLY (1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />• OPENING LARGER THAN 4 FT: <br />(2) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6) 10d x 1 1/2" EACH <br />SIDE <br />2x STUDS TYP. <br />O� SIMPSON HTT4 TYP. <br />Op �R U.N.O. SEE N/S4 <br />HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />P.T. BOT. PLATE BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL rQ <br />SCALE: N.T.S. S4. <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />RECESS <br />LINTEL <br />TRUSS BOTTOM CHORD OR 2x4 <br />W/ 2-16d TOE NAILS <br />'BLOCKING <br />@ EACH END <br />U <br />a. <br />2x TOP PLATE <br />� U) <br />V2-16d <br />NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x STUD @ 24" <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />STAGGERED FROM BOT. <br />SEE A/S3 FOR <br />PLATE TO CONCRETE <br />REINF. INFO. <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL <br />SCALE: N,T.S. S4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />P.L. 1.8E Fb=2400 PSI (AS PER PLANS) <br />• HTT4 w/ (18) 10d NAILS (3610# SPF) <br />°o ° • HTT5 w/ (26) 10d NAILS (4670# SPF) <br />°o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (2145# SPF) <br />°o ° • HDU2-SDS2.5 w/ (6)1/4" x 2 1/2" SDS (3075# SPF) <br />° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (4565# SPF) <br />_ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (5645# SPF) <br />• HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (6970# SPF) <br />• HDU11-SDS2.5 w/ (30)1/4" x 2 1/2" SDS (9335# SPF) <br />• 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" <br />EMBEDMENT w/ WASHER & NUT <br />ATTACH ALL J 0 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. <br />EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT <br />W/ Y16d TOENAILS • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. <br />TO P PLATE <br />MIN. 8" EMBEDMENT w/ WASHER & NUT <br />NOTE: • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />OVER STUD OVER 8" EMBEDMENT w/ WASHER &NUT <br />AT LEAST 4'-0" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL rM <br />SCALE: N.T.S. �+4 <br />F= 2240 LBS J <br />SIMPSON C <br />P.T. <br />ATE <br />10d @ 8" O/C <br />SIMPSON SP4 <br />SP2 <br />SIMPSON <br />_F <br />SIMPSON <br />SP1 <br />SIMPSON <br />SP4 <br />10c <br />ST <br />�o <br />MI <br />TRANSOM FRAMING <br />SEE SECTION J/SS <br />AND K/SS FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />- 2X8 P.T. BOTTOM P ATE <br />SIMPSON SIMPSON <br />SP4 SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP1 SIMPSON <br />SIMPSON SP4 <br />/ SP4 <br />SP4 <br />2X TOP PLATE <br />OVERLAPPING <br />I NAILS @ 6" <br />4GGERED <br />30LTS @ 24" O.C. <br />aX <br />2X P.T. PLATE <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. B <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON <br />FF <br />SP4 <br />2X8 P.T. BOTTOM <br />PLATE <br />UU <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />ROOF TRUSS ABOVE <br />J— 2X BLOCKING <br />�(2) 16d TOE NAILS <br />EA. BLOCKING <br />2X8 WALL ABOVE <br />ENTRY <br />• <br />K.O. BLOCK W/(1) <br />#5 CONT. & <br />FILLED <br />5/8"X10" J-BOLTS <br />@ 2'-0" D.C. <br />C <br />MASONRY WALL <br />C <br />10d NAILS @ 4 10d NAILS @ 6" O.C. <br />STAGGERED A STAGGERED <br />TRANSOM FRAMING <br />o o BEYOND. <br />PLYWOOD FASTENED TO TRUSSES / <br />WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES o E SHEATHING <br />& 8" O/C FIELD <br />S4 <br />B <br />• SIMPSON SP4 w/ (6)10d x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE PLYWOOD <br />SP8 FOR 2X8 WALL) SHEATHING <br />• SIMPSON SP2 w/ (12)10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. <br />• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW <br />MAX. (MIN. (2) PER BOTTOM <br />PLATE) <br />ALTERNATE: <br />5/8" DIA. ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY rR <br />REV. 06.24.22 <br />SCALE: N.T.S. <br />c <br />N <br />U�, r- > <br />C � <br />—� >< <br />W <br />N = 1 <br />cc <br />N „ C4 <br />e _ <br />®, C <br />��.�° <br />E <br />e <br />� v <br />•A� <br />` <br />l <br />- j 1, <br />o <br />/97 <br />s� <br />r <br />y; <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th 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 />WW <br />OE <br />co 8 <br />En N <br />N v <br />® O0 N <br />v �m� <br />p I O •� In N <br />LL <br />s <br />Q M <br />u_ <br />z o <br />,- Z � , rn <br />_ L O <br />3: O <br />O 0 <br />7 (6NO <br />W r, r <br />o <br />m w Q <br />m <br />¢0w <br />W <br />o <br />00 C5 <br />Z' Z <br />< o <br />0 <br />M <br />lV i-- <br />OU <br />❑❑❑ <br />W <br />M <br />L N M <br />o g <br />Q oQ <br />N <br />unl' `o <br />Q) IL <br />Gn <br />„U o <br />w <br />c� ) <br />c W <br />0 <br />° <br />N <br />o <br />Co <br />W <br />C, <br />J <br />o <br />Z <br />Z <br />< <br />4 <br />E <br />a O <br />(J <br />� <br />z <br />❑a <br />9E <br />ra <br />Mg <br />00 <br />o E <br />8a <br />E <br />g< <br />a <br />Q� <br />o <br />°do <br />wZ <br />�w <br />W, <br />V3 C: <br />o 0 <br />m N <br />J <br />WS <br /><w <br />8ZO <br />¢ 0 <br />O < <br />�z <br />U <br />W <br />C/J <br />T <br />O <br />co<0 <br />LL � <br />d <br />_ W <br />, <br />< <br />V <br />OQ <br />0 ;s <br />00 <br />.N <br />C)0 <br />> 00 <br />U <br />co <br />L <br />rn <br />E <br />(6 <br />0-4 <br />0 <br />� H <br />�— <br />L a <br />T <br />ILL <br />un <br />� N C- <br />N <br />r <br />E <br />oO <br />o co <br />U <br />O <br />m ooli <br />N <br />H <br />Q <br />-' <br />-0 c7 M <br />LO <br />(6 C\1CD <br />N v N <br />O <br />LO <br />Cfl <br />T M r <br />r <br />1 f\ <br />C:� i j LO <br />0m <br />Z <br />Z <br />aco <br />d <br />U _j Q <br />JOB <br />NO : 23-05735-05740 <br />SCALE : AS NOTED <br />SHEET NO. <br />4 <br />'-F__7tT__ iII I I <br />