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a� <br />M <br />r <br />v <br />cn <br />O <br />0 <br />0 <br />J <br />v`n• <br />0 <br />I <br />N <br />m <br />r- <br />L0 <br />N <br />LO <br />cn <br />a <br />CO <br />N <br />L0 <br />L <br />0 <br />a <br />a <br />3 <br />a <br />N <br />N <br />0 <br />a <br />0 <br />0 <br />c <br />3 <br />_ <br />0 <br />e <br />oc <br />�I <br />U <br />O <br />i <br />d <br />0 <br />U <br />J <br />r <br />M <br />0 <br />I'7 <br />0 <br />O <br />a <br />N <br />0 <br />0 <br />00 <br />v <br />0 <br />W <br />a <br />00 <br />v <br />Vl <br />ROOF FLASHING AND ROOF FLASHING <br />COMPONENTS TO BE IN ACCORDANCE <br />w/ R903.2, FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL <br />12 <br />(TYP ') VARIES <br />INSU <br />5/8" 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 �f/ <br />1x2 P.T. HORIZONTAL <br />NAILER <br />STD. 90-HOOK (SEE DETAIL <br />2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) 10'-0" (R302.11) <br />FOR UNDERLAYMENT 16d TOENAILS T & B <br />REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />PRE ENGINEERED WOOD APPLICABLE. <br />TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & <br />HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE <br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r <br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH `o <br />MOISTURE BARRIER V° <br />SHINGLE ROOF, SHINGLES TO e ° <br />BE IN ACCORDANCE w/ ASTM —III—I I I=I I IEI m I —I 11=1 11=IED <br />1-III=111=11 I ° II III —III —III-' �— <br />D7158-CLASS G or H, or ASTM I I_III=I I —I 11=� ° • II=1 I I=III-III-1' <br />D3161-CLASS F, IN ' I .I I -III III—� ° — — — <br />ACCORDANCE w/ TABLE I I —III —I I �I J I—L=_I 11=I 11=I 11=III—_I I r <br />R905.2.6.1, FLORIDA BUILDING ' =� III=1 1=1I I I1=1I I III=11' <br />CODE 7TH EDITION (2020) 8 -1 I �, 1T1 i IIIIi I I II TI II I - I'' <br />n <br />RESIDENTIAL <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G <br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 <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. <br />1/2" GYPSUM WALLBOARD <br />U.N.O. <br />(1) #5 VERT. IN FILL <br />CELLS (SEE <br />FOUNDATION PLAN <br />zi <br />FOR LOCATIONS) <br />1x4 P.T. BASE NAILER <br />4"x4" INSPECTION <br />3 1/4" BASEBOARD <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <br />M AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />U) TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 <br />LL' <br />o_ NOTE:EXTEND <br />WlAXW1.4 WWF OR <br />- DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />_ r D <br />co <br />D <br />6 MIL VAPOR <br />I Z <br />BARRIER D r a l I I <br />� <br />COMP. SOIL. I ° <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" MIN. CLR. <br />(2) #5 REBAR CONT._/1'-4" (1 STORY) <br />ON 3" CHAIRS TYP. <br />STD. 90 NOOK (SEE <br />U.N.O. 4" 1'-8" (2 STORY) <br />DETAIL) <br />TYPICAL WALL SECTION <br />A <br />SCALE: 3/4" = 1'-0" <br />S3 <br />OPT: DEPRESS SLAB 5 %" <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 % �I z <br />l ni <br />SEE A/S3 OR J/S6 111 ITI I I , 1 111' <br />FOR REINF. INFO, 3" MIN. CLEARANCE <br />1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <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 />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />SCALE: 3/4"=1'-0" <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />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 />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 />INDICATED ON THE PLAN. ATTACH <br />SHEATHING W/ 8d COMMON NAILS @ <br />3/8" MORTAR BETWEEN <br />4" O.C. @ BOUNDARIES, 6" O.C. @ <br />SLAB & BLOCK <br />EDGES, AND @ 12" O.C. @ FIELD <br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ _ <br />2"°x3/16" PLATE WASHER (TYP.) <br />ELEV. 0'-0" <br />(ALT: 1/2"x12" TITEN HD @ 24" <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />A.F.F. <br />@ 24" O.C.) 211 <br />ELEV. 4-3 1/2" z <br />- <br />�31/2" MIN. <br />A.F.F. o <br />CD <br />N <br />__ D <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />USS BOTTOM CHORD OR 2x4 #2 SPF <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />5 HIGH STRENGOCKING <br />@ 12" O.C. w/ (2)12d TOE NAILS <br />EACH END (WHEN PARALLEL) <br />(U.N.O.) <br />.) (OR %$' GYP. TYPCH <br />END (WHEN PARALLEL) <br />GARAGE <br />GARAGE W/A HABITABLE <br />-SEE UPLIFT SCHEDULE FOR UPLIFT <br />ABOVE)E <br />UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. <br />NNECTIONS. <br />jROO@M <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/2"x <br />S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />(12)10d NAILSU.N.O. <br />2x BLOCKING HORIZONTALLY@ INTERVALS <br />5/8"° x 10" "J" BOLT @ 24"2x <br />BLOCKING HORIZONTALLY@ INTERVALS <br />NOT EXCEEDING 1U-0" (R302.11) <br />2"°x3/16" PLATE WASHER (TYP.) <br />NOT EXCEEDING 10'-0" (R302.11) <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 />INSULATION PER CHART ON FLOOR PLAN <br />@ 24" O.C.) <br />SIMPSON SP1 w/ (10)10d NAILS <br />"SIMILAR AT FOUNDATION ONLY" <br />IF NOTED, THIS REFERS TO THE <br />SIMPSON SP1 w/ (10)10d NAILS <br />STEP, SIZE OF FOUNDATION AND <br />2x P.T. BOTTOM PLATE <br />REINFORCEMENT AND WILL NOT <br />2x P.T. BOTTOM PLATE <br />6 x 6 W1.4 x W1.4 <br />INCLUDE THE WALL 6x <br />2" <br />6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH <br />ATTACHMENTS <br />WWF OR FIBERMESH <br />�31/2" MIN. <br />°—�TEm T1; 1/2"(min.)-4 <br />31/2"(min.)-4" T p ° 9/ — III=�=�M_, 13" <br />boo _ — J�—III— <br />s ''-—�f 7T 31/2"(min.) -4 <br />TRI ® T. II— () T.(2) #5 CONT. 4' 14' $ <br />l�r <br />(rl_ <br />4 g <br />U.N.O. MIN. U.N.O. <br />TYPICAL BEARING WALL (@ STEP (@ SHEARWALL KC TYPICAL BEARING WALL �a STEP K`CC <br />"SHEAR WALL" <br />SCALE: 3/4"=V-0" <br />QGs <br />M <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" O/C <br />M,N�Mo�s <br />�o' \"N� <br />LOAD BEARING OR <br />INSULATION PER FBC AND ENERGY <br />coN <br />EXTERIOR WALL <br />8" C.M.U. <br />FORM SUBMITTED WITH PERMIT <br />1"x P.T. STUD <br />2x BLOCKING HORIZONTALLY@ <br />APPLICATION <br />#5 VERT. IN FILLED CELL <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.11) <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />SEE CC/S3 OR <br />N <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />G/S3 FOR ANCHOR <br />"J" <br />5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" <br />METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL <br />BOLT INFO. <br />5/8"x6" BOLTS BOLT <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8" THICK. <br />K.O. BLOCK <br />(IF NO UP LIFT ON <br />@ 24" O.C. VERT. OR <br />WALL SEE GG/S3) <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 />*SIMPSON SP1 <br />(6) 1/4"x3 1/4" TAPCONS <br />SPACED EVENLY <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 />w/ (10)10d NAILS <br />- <br />� <br />2x P.T. PLATE <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR �� <br />TYP. <br />ASSUMED FINISHED <br />.� <br />E <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />! <br />GRADE <br />`I <br />�t D ° ° ' <br />z <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN, Fy= 40ksi <br />MONO OR STEMWALL <br />C I> <br />FINISH GRADE 60 <br />2 <br />25"MIN. LAP [30"MIN. LAP] <br />[GRADE 60 MIN. Fy= 60ksi] <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />°O <br />6 MIL VAPOR BARRIER —III <br />I I <br />III I? D ° <br />I °=T—III=III—, <br />_ <br />I I I —L—III <br />- <br />°° <br />T <br />R 1 7/8" —� <br />#5 REINFORCING BAR <br />IT -IT, I=- IT—,, II II � II 1 � <br />� <br />#5 LAP SPLICE <br />g • <br />10 <br />`" COMP. SOIL. COMPACTED TO ° <br />NOTE: I a ._ <br />*FOR BEARING WALL - - � ( -� M=� <br />W/ UPLIFT ONLY _ - 95% MODIFIED PROCTOR ASTM <br />D1557) I I I I f=Tf—I I ITI i I I fl- <br />-', — I � Tf f <br />4' 1 4 <br />FRAME WALL TO C.M.U. WALL CONNECTION rD'�� TYPICAL EXTERIOR FRAME WALL FOOTING <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 />GRADE <br />00 <br />_ a <br />_ — I _ •, c - III —III —III —III <br />-(1) #5 REBAR w/ OPT. <br />11=SCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=1'-0" S3 <br />EXPANSION JOINT I <br />BLOCK WALL BEYOND <br />13 O.H.D. RECESS <br />=1I J�I17•-=1I1=1 :,.. III-11I <br />-IIIII I IIIIITIII . : 11I�IIIIIIIII �. � . I�4rII� <br />—III—i I •�: � .. I —I I I� <br />SEE A/S3 OR J/S6 --- -I 1 I1 11111 i 11 I I, , 1 I111. <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4' (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 />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />HOLD GYP. BD. <br />2�� 1/2" FROM SLAB <br />0'-0" J CONT. BEAD SEALAI` <br />rff" . Q INTERIOR <br />° P ° < < -3 1/2" <br />C'a .. �a a a.. <br />CV � <br />co 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 S <br />0? C <br />N III= <br />M 6 MIL VAPOR <br />BARRIER <br />2X STUDS @ 24" O.C. U.N.O. <br />GARAGE <br />1/2" GYPSUM WALLBOARD U.N.O. <br />W/ DRYWALL SCREWS @ 8"O.C. <br />INSULATION PER CHART <br />ON FLOOR PLAN <br />CONT. BEAD SEALANT <br />6x6W1.4xW1.4 r <br />WWF OR FIBERMESH , <br />14 14 <br />INTERIOR WALL SLAB STEP NON-BRG. r K <br />SCALE:3/4"=V-0" S3 <br />SCALE:3/4"=V-0" S3 <br />NOTE: <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SIMPSON SP1 v, (10) <br />10d NAILS <br />2x P.T. PLATE <br />SPACE ANCHOR <br />a BOLTS 6" MAX FROM <br />o END OF 2" x PLATE <br />W D <br />C <br />_j .7' . <br />a <br />U) <br />w I i=rl I I —III I L ° e <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-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 />(2) #5 CONT. —11 ICI I pE I I I hI I I,, I 1 <br />ON T' CHAIRS <br />(TYP.) 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 />rG <br />SCALE: N.T.S. <br />S3 <br />SCALE: 3/4"=1'-0" <br />�S3 <br />VARIES <br />SEE PLAN <br />1 1/2" RECESS FOR <br />6 x 6 W1.4 x W1.4 <br />FRAME -DOWN FALSE BEAM wl (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" Q.C. MAX. <br />CONNECTION INFO <br />_ ° <br />� <br />c; <br />SEE PLAN FOR <br />& LAYOUT DESIGN <br />—� <br />TOP OF BEAM <br />-° o ° <br />III=rI I'-rr� T �r <br />(2) HTS20 <br />SEE ROOF PLAN <br />FOR STRUCTURAL <br />ao <br />'r <br />—__ — a' Q <br />_ ITI IIITI�=I <br />° 117 <br />T "' <br />BEAM SIZE & <br />N ' T <br />CONNECTION INFO <br />M a <br />a . <br />T <br />PLATE I ' 2x4 #2 SYP P.T. FRAMING w/ <br />7ns" I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 <br />O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. <br />_ cn w L SCHEDULE OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />COLUMNS LOCATION Q > <br />> J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. <br />LU COLUMN SIZE AND BASE <br />o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM <br />Cn SCALE:3/4"=1'-0" S3 <br />SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE <br />w/ 1/4"x3"TAPCONS MASONRY WALL AND <br />COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING <br />ATTACHMENTS & 18/D1 <br />FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL <br />ATTACHMENTS EXTEND FILL CELLS <br />TO FOUNDATION PAD _ a <br />z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `= ' <br />w SIZE VARIES PER PLAN r> <br />=a > w/ MIN. (2) #5 VERTICALS 00 Z GRADE <br />> _j FILLED SOLID (SEE PLAN FOR -_ <br />"' LU SIZE AND REINFORCEMENT) • <br />o U) 1-0-wz <br />BRICK PAVERS or SLAB PER o o `n = • •`' • • - z_ Q <br />IX <br />COMMUNITY SPECS " 0 `I) <br />0'-0" FIN. FLR.A FOOTING v <br />BEYOND <br />ti PAD REINFORCEMENT 3" MIN. CLEARANCE <br />:�•'� 4. •� ••• !SEEPRINDATION (SEE SCHEDULE) FOOTING WIDTH <br />NC. PAD INFO. <br />SEE SCHEDULE <br />TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N <br />SCALE: 3/4" = i'-0" <br />SCALE: N.T.S. �S3_ <br />nr <br />Q <br />y <br />�...C-4 <br />F <br />cl_._ <br />aj <br />.ate <br />Fm <br />M <br />CV <br />0 <br />CV <br />00 <br />O <br />M <br />0 <br />G) <br />r No <br />78750 <br />S [ ?',TE <br />OF <br />FAO _` :}, , <br />. " . <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />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 />�� . �' H <br />AM A11111111h <br />ItN o N 8 op ci <br />C:) C0 U <br />O <br />N 0 # <br />'+ <br />0 <br />.... Co J J <br />A f/1 <br />a <br />r�i <br />33 z o <br />T,+ <br />OY <br />t co O C in <br />m w Q <br />W <br />< z <br />'z <br />LL <br />rC) <br />O of O w <br />20 <br />.1 <br />N Q U H <br />f Z <br />o ❑O❑ <br />W <br />V M .c- <br />z N M <br />og <br />z <br />N <br />Z n <br />� <br />Q <br />J <br />to <br />N <br />th <br />z II <br />LU <br />0 <br />1 LJ o <br />� O <br />U� <br />c <br />=� <br />l9 <br />C O <br />c � m <br />Q c° o <br />o <br />JZ <br />w <br />CJ <br />J__j <br />Z <br />U <br />Z <br />� <br />U_ <br />E <br />=o <br />oo <br />Zo <br />a� <br />° <br />w~ <br />oa <br />z <br />�o <br />U <br />O E <br />O C <br />az <br />p < <br />�Z <br />wo <br />Z <br />-� q <br /><o <br />OU <br />m� <br />o 0 <br />Z~ <br />o< <br />5� <br />nowcn <br />T <br />LL <br />a <br />F <br />C:)w� <br />00 <br /><p <br />_~ <br />a= <br />mi <br />o <br />M <br />v <br />aF <br />zl< <br />i° <br />a� <br />0 3 <br />2O <br />� <br />> �. <br />' ^ <br />L J <br />a <br />QLO <br />0 <br />CM <br />� <br />C)O <br />U <br />�,�i^! <br />fin <br />0') <br />- <br />co <br />M <br />O <br />Lr) <br />LL <br />N <br />L 0 <br />CEO <br />CV <br />C10 00 <br />r <br />E <br />CM <br />M M <br />z <br />M <br />N <br />Z <br />E O <br />C <br />a <br />0 _j <br />Q p <br />J <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />I IT-1. 11 ii,_.• L —T Zf F, I <br />