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m <br />LO <br />00 <br />NO <br />L0 <br />L0 <br />0 <br />o- <br />0 <br />0 <br />N <br />0 <br />I <br />N <br />i <br />m <br />00 <br />v <br />0 <br />0 <br />0 <br />J <br />rn <br />b <br />LID <br />I <br />LID <br />1.0 <br />0 <br />V) <br />0 <br />r <br />C <br />a <br />N <br />N <br />a <br />CD <br />0 <br />`v <br />9 <br />Cn <br />r7 <br />a <br />U <br />v <br />U <br />i <br />-,..+ <br />to <br />O <br />i <br />a <br />0 <br />0 <br />0 <br />J <br />r7 <br />N <br />0 <br />v <br />a <br />0 <br />N <br />ca <br />c <br />0 <br />w <br />Q <br />m <br />v <br />2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS <br />INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) <br />1V-0" (R302.11) <br />FOR UNDERLAYMENT <br />16d TOENAILS T & B <br />REQUIREMENTS SEE R905.1.1 <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />PRE ENGINEERED WOOD <br />APPLICABLE. <br />, <br />TRUSS @ 24" O.C. U.N.O. <br />2x P.T. PLATE <br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C & <br />ROOF FLASHING AND ROOF FLASHING <br />HURRICANE ANCHOR @ EACH <br />@ 6" MAX FROM END OF 2 x PLATE -E <br />COMPONENTS TO BE IN ACCORDANCE <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />(2) #5 CONT. ON 3" <br />6 x 6 W1.4 x W14 N <br />w/ R903.2, FLORIDA BUILDING CODE <br />METAL PL. UNDER EA. TRUSS <br />CHAIRS (TYP.) <br />WWF OR FIBERMESH Cl) <br />7TH EDITION (2020) RESIDENTIAL <br />MOISTURE BARRIER <br />D ° <br />SHINGLE ROOF, SHINGLES TO <br />BE IN ACCORDANCE w/ ASTM <br />E I1=1 I I=III=I m ° I I=I I I=III=I I 9 <br />° <br />D7158-CLASS G or H, or ASTM <br />D3161-CLASS F, IN <br />=1I1=III=ll I II III=111—III=' <br />11-III—III—III=1 I �I I f=III=1 11=1 <br />''-1I �, III I I I=� ° — <br />12 <br />ACCORDANCE w/ TABLE <br />—' I �I 1=1 11=1 11=I 11=1 I I=I I == I V-I I I=I II r <br />fI I <br />I8 <br />VARIES <br />R905.2.6.1, FLORIDA BUILDING <br />CODE 7TH EDITION () <br />I II(TYP•) <br />►I I III 111rI == <br />I <br />;I CII <br />' <br />RESIDENTIAL <br />ROOF SHEATHING - SEE <br />INSULATION LE <br />SCHEDULE - [RSH] - ON <br />TYPICAL INTERIOR BEARING <br />.14 <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS <br />WALL w/ OUT UPLIFT rG G <br />ELEV. VARIES <br />SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 <br />518" OR 1/2" HIGH--� <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 />INSULATION PER —� <br />CHART ON FLOOR <br />PLAN <br />1x2 P.T. HORIZONTAL <br />NAILER <br />STD. 90-HOOK (SEE DETAIL <br />-ALUMINUM DRIP <br />EDGE <br />ALUMINUM FASCIA <br />-2x SUB FASCIA <br />-SEE STRUCTURAL <br />SOFFIT SHEET SS <br />8"x8"X16" KNOCK -OUT <br />BLOCK W/ 1#5 CONT. <br />FILLED SOLID W/GROUT <br />-8" C.M.U. TYPICAL <br />TYPE "S" MORTAR <br />-ARCHITECTURAL <br />FINISH <br />1x2 PT WD FURRING @ 24" O.C.-i <br />1/2" GYPSUM WALLBOARD <br />U.N.O. <br />(1) #5 VERT. IN FILL <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 />U) <br />TO CUT BLOCK OR POUR <br />MUNICIPALITY, <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 <br />- <br />NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />- <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />T <br />00 Z <br />6 MIL VAPORI <br />I° <br />D <br />f <br />I=� <br />I= = z <br />W <br />�- <br />BARRIER <br />D 4 <br />— <br />D : • <br />COMP. SOIL. <br />I I <br />° II—` <br />r <br />(COMPACTED TO 95% <br />�I <br />i <br />ITTi <br />MODIFIED PROCTOR <br />I I I I ICI <br />ASTM D1557) <br />3" MIN. <br />CLR. <br />(2) #5 REBAR CONT. <br />ON 3" CHAIRS TYP. <br />11'4" (1 STORY) <br />STD. HOOK (SEE <br />U.N.O. <br />4„ <br />1'-8" (2 STORY) <br />) <br />TYPICAL WALL SECTION <br />A <br />SCALE: 3/4" = V-01' <br />S3 <br />OPT: DEPRESS SLAB 5 Y2" <br />DEEP AND 6" BEYOND - <br />DOOR TO RECEIVE <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB <br />PAVERS --- i <br />SEE A/S3 OR J/S6 -'`I i 1 I T- ,I i T.11-11 . <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 ri <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />BLOCK WALL BEYOND <br />O.H.D. RECESS <br />M <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 />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />00 <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=V-0" <br />2x S.P.F. STUDS @ 16" O.C. <br />2x STUD <br />8" C.M.U. <br />P 1"x .T. STUD <br />#5 VERT. IN FILLED CELL <br />CV <br />5/8"x6" "J" BOLTS BOLT <br />@ 24" O.C. VERT. OR <br />5/8" x 6" EPDXY BOLT OR <br />(6)1/4"x31/4"TAPCONS <br />SPACED EVENLY <br />2x P.T. PLATE <br />ASSUMED FINISHED <br />GRADE <br />IL <br />FRAME WALL TO C.M.U. WALL CONNECTION <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />3 1/2" WWF OR FIBERMESH <br />min.) 4" <br />° ° v GRADE <br />00 — — — — — ° • <br />#5 REBAR w/ OPT. <br />—' I —I I f=1 I II I 11= 11= 11=1 I I— 11=SGRE)=N 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 />C7 ' <br />II", <br />-III—III 4; II °° <br />1= r <br />SEE A/S3 OR J/S6 -- -I JFT-1-1I I II � 14 11„ I. <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4' (1 STORY) <br />1'-8" (2 STC RY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />!� <br />►� <br />1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />7Pr <br />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 BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL) <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE <br />CONNECTIONS. ABOVE) CONNECTIONS. <br />TOP PLATE S.P.F. DOUBLE <br />TOP PLATE <br />SIMPSON SP2 w/ <br />(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 />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. <br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS <br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) <br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" <br />SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN <br />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) <br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" <br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS <br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND <br />ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE <br />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR P x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 <br />@ 24" O.C.) 2 ATTACHMENTS 2" <br />WWF OR FIBERMESH WWF OR FIBERMESH <br />ELEV. 4-31/2" z �31/2"MIN. �31/2" MIN. <br />A.F.F. no <br />° <br />D <br />b . 1T <br />I;I'31/2"(min.)-4" <br />N00 <br />— - y <br />'I I11=111 _ ° • I I II I I I 31/2"(min.) - 4"=-I�fL-1—II <br />III -MITI <br />' —I I � I I �,I:,;I I.,,��I I II�T�I��� <br />(2) #5 CONT. 4" V4, 8" (2) #5 CONT. 4 8 <br />U.N.O. MIN. U.N.O. MIN. <br />1/2"(min.)- 4" <br />TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL (CO STEP CC <br />"SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 <br />ooN • �� <br />QCs <br />M <br />MAY f 7 2023 <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" O/C <br />M\,�Mo�s <br />NJ <br />Virtual Review Assist <br />'\1<2 <br />Inc. <br />INSULATION PER FBC AND ENERGY <br />FORM SUBMITTED WITH PERMIT <br />/' <br />\ f <br />Plans Review completed and <br />approved <br />2x BLOCKING HORIZONTALLY@ <br />APPLICATION <br />for compliance with the 2020 1 <br />1161WEEdffian <br />INTERVALS <br />VALE NO <br />INTERVALS NOT EXCEEDING <br />by Debra Anne Klahr P <br />29flff SECTION C/S3 FOR <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />ADDITIONAL INFORMATION <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <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 />SIMPSON SP1 w/ (10) <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8" THICK. <br />K.O. BLOCK <br />10d NAILS <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />2x P.T. PLATE <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 />SPACE ANCHOR <br />FIBERMESH <br />BAR <br />6" M FROM <br />WEEP SCREED INSTALLED <br />o <br />END OF 2'BOLTS <br />P <br />PER MFR INSTRUCTIONS <br />43 OR #4 REINFORCING BAR <br />� <br />D <br />N <br />D D <br />z_ <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. F = 40ksi <br />y <br />n <br />° <br />T ° D <br />c7 _ P D • <br />FINISH GRADE °O <br />25" MIN. LAP [30" MIN. LAP] <br />[GRADE 60 MIN. Fy= 60ksi] <br />6 MIL VAPOR BARRIER —T <br />( <br />° ° <br />I —I 11= I 111= <br />O° <br />—I I <br />1 I l—I ° <br />II=1 I ° I 11—III=1I�, #5 REINFORCING BAR R 1 7/8" —� <br />'"III = r #5 SAP sPu 'F <br />TfT I I �I 111=j <br />COMP. SOIL. (COMPACTED TO I1111 <br />I Ia . . I =11� I I1—II95% MODIFIED PROCTOR ASTM <br />III —III —I I TI7 f�f—I �G <br />4" V-4" <br />TYPICAL EXTERIOR FRAME WALL FOOTING rE <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />2„ HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-0" 0 CONT. BEAD SEALANT <br />.< ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O. <br />-3 1/2" <br />+ GARAGE <br />CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. <br />EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. <br />STAGGERED, FROM BOTTOM INSULATION PER CHART <br />PLATE TO CONCRETE ON FLOOR PLAN <br />(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT <br />TENSION 120#) CONCRETE SLAB <br />6x6W1.4xW1.4 r <br />r WWF OR FIBERMESHOP <br />, <br />- _ e <br />N � 111=1 11— 11=MI I�'ji <br />co <br />' <br />6 MIL VAPOR I�) I iI li�— I 1=—1 <br />BARRIER �iTT <br />1 IT—i— f= <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. <br />SCALE: 3/4"=1'-0" <br />(2) #5 CONT. <br />ON 3" CHAIRS <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />1U-0" (R302.11) <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 />D (I I If � IT�(II I �I (TI <br />(TYP.) 8" T-4" 8" <br />10" <br />#6 REINFORCING BAR <br />#5 STD. 90 HOOK <br />#6 LAP SPLICE <br />TYPICAL INTERIOR BEARING <br />REBAR DETAILS <br />rF <br />WALL w/ UPLIFT <br />G <br />SCALE: N,T.S. <br />S3 <br />SCALE: 3/4"=V-0" <br />S3 <br />SEE PLAN <br />1 1/2" RECESS FOR VARIES <br />6 x 6 W1.4 x W1.4 <br />FRAME -DOWN FALSE BEAM w/ (3) <br />SEE ROOF PLAN <br />S.G.D. (U.N.O.) <br />WWF OR FIBERMESH <br />10d NAILS TO TRUSS TOP CHORD <br />FOR TRUSS <br />AT 24" O.C. MAX. x CONNECTION INFO <br />x <br />SEE PLAN FOR x <br />&LAYOUT DESIGN <br />° <br />e <br />TOP OF BEAM <br />,7 <br />HTS20 <br />SEE ROOF PLAN <br />FOR STRUCTURALr41 <br />C = —a ° 4 ° G <br />— <br />- , <br />° I <br />M ' <br />(2) <br />I (— <br />BEAM SIZE & <br />CONNECTION INFO <br />M aI <br />T. •' <br />I 2x4 #2 SYP P.T. FRAMING wl <br />MIN 7/16" O.S.B. SHEATHING <br />SEE AJS3/J/S6 �-�8" <br />zz <br />ATTACHED PER NAILING <br />FOR REINF. INFO. OPTION #1 <br />w <br />SCHEDULE <br />= <br />¢ <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />w <br />SEE PLAN FOR STRUCTURAL <br />SLAB INFORMATION. <br />w <br />COLUMN SIZE AND BASE <br />ES <br />w <br />CONNECTION INFO. <br />SLAB STEP & RECESS <br />S.G.D. rM <br />SCALE:3/4"=1'-0" S3 <br />SECURE 2x4 P.T. BTM. PLATE <br />MASONRY WALL AND <br />SEE DETAIL 16/D1 FOR <br />w/ 1/4"x3" TAPCONS <br />COLUMN TO PORCH SILL <br />AT 8" O.C. <br />PAD FOOTING <br />ATTACHMENTS & 18/D1 <br />FOR COLUMN TO BEAM <br />IE <br />TRIM PER PLAN <br />8" MASONRY WALL <br />-- <br />ATTACHMENTS <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD _E <br />z <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. 1' ' <br />U)SIZE <br />> <br />VARIES PER PLAN <br />M <br />Z <br />Q <br />w/ MIN. (2) #5 VERTICALS <br />oo <br />GRADE <br />> <br />FILLED SOLID (SEE PLAN FOR <br />_ <br />w SIZE AND REINFORCEMENT) <br />0Lu <br />• <br />1=awo <br />LLJ <br />= _ z <br />BRICK PAVERS or SLAB PER <br />p o _ <br />- • • <br />• • - - Q <br />COMMUNITY SPECS <br />" � <br />_z <br />- M <br />0 -0 FIN. FLR. <br />pp0�,0 , G•,/i�iiiii/i0/, <br />\//\//\//\//\ I / //\// i�/\ • •ATION <br />O\\o�G\\�.� �.\\G\\O\\off . � • . <br />©TAPEREDCOLUMNFRAMING <br />FOOTING v <br />- 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 />c-> <br />fW <br />0 <br />N <br />00 <br />0 <br />M <br />�4',ntttLEI <br />E <br />�10 P`% <br />v <br />t <br />w <br />z <br />:t <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 2020 <br />Florida Building <br />Code - <br />Residential 7th Edition. Engineer's <br />signature and seal is only for <br />the structural engineering portions of the drawing <br />pages bearing <br />Engineers signature and seal. <br />H <br />f <br />Q <br />�E <br />O N- <br />O <br />S <br />N R <br />I' <br />V <br />0 <br />N <br />`'00 <br />W N <br />LL <br />U) <br />7 <br />rn r- t- <br />LL W <br />a <br />°j cNri V <br />uJ a ti <br />t7 <br />cco � <br />o Q z <br />Z <br />Z <br />_ - <br />S V <br />o <br />0 0 <br />0 Y <br />Y <br />W <br />w N� <br />o <br />p <br />e <br />W <br />Z <br />rn , 6 <br />L N Z <br />M¢ <br />J w <br />Q �U 2 <br />�n <br />N <br />U u) F <br />W <br />(D <br />z N M <br />0 <br />N <br />z o � <br />Q <br />J — <br />d � <br />N <br />V) <br />z <br />+-J( <br />Lu <br />� <br />m <br />U <br />D <br />0 <br />6) <br />w o <br />c <br />IC <br />J <br />wigW <br />U y <br />o <br />• <br />o <br />z <br />co <br />M <br />M <br />u— <br />o 2 <br />F <br />z <br />z <br />Z <br />Q <br />ca o <br />�o <br />z� <br />F— r6 <br />O 1✓ <br />go <br />o < <br />oo <br />U <br />o'' <br />z <br />0 <br />c�f0 <br />¢z <br />�o <br />wz <br />&5 C <br />a <br />o'o <br />m� <br />o o <br />Z <br />z <br />m °_,' <br />_ <br />mm <br />aw <br /><z <br />�. <br />za <br />C U <br />WC, <br />T 3 <br />aZ <br />NF <br />m <br />LL <br />�z <br />X,o <br />o <br />w <br />>� <br />V <br />ol¢ <br />UU 3 <br />L0 <br />LO <br />_ <br />Q <br />0 <br />co <br />0 <br />"It <br />:3 O <br />CT <br />O <br />Y <br />T <br />� /^' <br />m <br />V / m <br />LO <br />ate-+ <br />Cn C) <br />I <br />ig <br />LO <br />00 <br />-0 <br />ILL0 <br />LO N <br />00 <br />6i <br />LO <br />MQ <br />� c10 <br />r <br />00 <br />o <br />f4 <br />T <br />iri <br />Z <br />Z <br />E 0 <br />u)i <br />m <br />= <br />c <br />n <br />E <br />U <br />a a <br />Q p <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />