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m <br />rn <br />LO L <br />O <br />c) <br />0 <br />0 <br />J <br />tD <br />O <br />I <br />M <br />i <br />m <br />�L- <br />rn <br />LO <br />0 <br />Cr <br />0 <br />0 <br />J <br />0 <br />I <br />N <br />i <br />N <br />Qr <br />O <br />d <br />a <br />0 <br />.n <br />1— <br />N <br />0 <br />i <br />C <br />a <br />y <br />E <br />0 <br />a <br />0 <br />0 <br />O <br />U <br />J <br />LZ <br />PM <br />O <br />0 <br />0 <br />a <br />M <br />O <br />t` <br />Lo <br />Ln <br />0 <br />0 <br />a <br />Z <br />a <br />m <br />0 <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')7 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 �// <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) 10-4' (R302.11) <br />1 SH TnFNAII .q T R R \ <br />FOR UNDERLAYMENT <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 _E <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 <br />MOISTURE BARRIER o ° <br />SHINGLE ROOF, SHINGLES TO a . <br />BE IN ACCORDANCE w/ ASTM =1 11=1 I I=1 I=1 m I I-III=1 I rl 11= <br />D7158-CLASS G or H, or ASTM I. I I I I=1 11-III ( b I I �-11:- <br />I-1 I-1 1=111=� I-1 11=I I r <br />D3161 -CLASS F, IN 'I-11�,�,I III.. ° - I�1=� <br />ACCORDANCE wl TABLE III ,I I 1=1 I ICI I �I I 1=1 I I-- 1=11=1 11=I 11= <br />R905.2.6.1, FLORIDA BUILDING '-111 11I=1 I1=1 I 1-III 111=11 1111=1 <br />CODE 7TH EDITION (2020) 8" <br />711 �, (�*11=1i 111 II I III <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 <br />ELEV. VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=1'4" <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 -"-I <br />1. <br />W <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 />3 1/4" BASEBOARD <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <br />M <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 />Z <br />NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />L <br />v- °° <br />I <br />°° <br />6 MIL VAPOR <br />1 <br />o <br />111=z <br />BARRIER <br />I11 <br />; D �� a <br />111 <br />COMP. SOIL. <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />I I III -III- <br />I <br />TT] <br />ASTM D1557) <br />3" MIN. <br />CLR. <br />O #5 R CONT. <br />CHAIRS TYP. <br />(1 STORY) <br />STD. 90 HOOK (SEE <br />U.ON O <br />4„ <br />1'-8" (2 STORY) <br />DETAIL) <br />TYPICAL WALL SECTION <br />A <br />SCALE: 3/4" = V-0" <br />53 <br />OPT: DEPRESS SLAB 5 %" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB <br />PAVERS-k <br />BLOCK WALL BEYOND <br />14' <br />T O.H.D. RECESS - <br />T z <br />4"rr---t <br />I <br />—�� <br />111r <br />SEE A/S3 OR J/S6--"-ILII I I � III I - <br />FOR REINF. INFO, 3" MIN. CLEARANCE <br />1'4" (1 STOR)') / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STORY) <br />GARAGE DOOR SLAB RECESS J.1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />GG <br />S3 <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />a❑ <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=1'-0" <br />2x S.P.F. STUDS @ 16" O.C. <br />2x STUD <br />LOAD BEARING OR <br />EXTERIOR WALL <br />8" C.M.U. <br />1 "x P.T. STUD <br />#5 VERT. IN FILLED CELL <br />SEE CC/S3 OR <br />G/S3 FOR ANCHOR <br />BOLT INFO. <br />5/8"x6" "J" BOLTS BOLT <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 />(6)1/4"x3 1/4" TAPCONS <br />*SIMPSON SP1 <br />SPACED EVENLY <br />w/ (10)10d NAILS <br />_ <br />2x P.T. PLATE <br />TYP <br />ASSUMED FINISHED <br />GRADE <br />MONO OR STEMWALL <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />00 <br />- <br />- z <br />NOTE: <br />- <br />*FOR BEARING WALL <br />r <br />W/ UPLIFT ONLY <br />_ <br />I I <br />FRAM WALL TO C.M.U. WALL CONNECTION <br />E C <br />rD_- 1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min.) 4" <br />GRADE <br />00 •IL <br />_ <br />- -_ - - =(1) 5 REB R W OPT. <br />' I -I 11 t T= 11= I 1 . 11= I ' SGRE.EN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />EXPANSION JOINT <br />BLOCK WALL BEYOND <br />O.H.D. RECESS <br />SEEA/S30RJ/S6--- -Iiili III �,IiI II,IIIiI= <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />V-4" (1 STORY) <br />V-8" (2 ST RY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. <br />ADDITIONAL INFORMATION. <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />BOUNDARIES, 6" O/C EDGES, AND 12" 0/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 4" O.C. @ BOUNDARIES, 6" O.C. @ <br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD <br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ _ <br />2-0/16" PLATE WASHER (TYP.) <br />ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" <br />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR <br />@ 24" O.C.) 211 <br />- <br />ELEV. 4-3 1/2" 9 �31/2" MIN. <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />5/8"OR 1/2" HIGH STRENGTH — <br />BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS <br />(U.N.O.) (OR / GYP. TYPE X @ <br />EACH END (WHEN PARALLEL) <br />GARAGE W/A HABITABLE ROOM <br />-SEE UPLIFT SCHEDULE FOR UPLIFT <br />ABOVE) <br />CONNECTIONS. <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/ <br />(12)10d NAILS <br />-2x BLOCKING HORIZONTALLY@ INTERVALS <br />5/8"° x 10" "J" BOLT @ 24" O.C. w/ <br />NOT EXCEEDING 10'-0" (R302.11) <br />2"°x3/16" PLATE WASHER (TYP.) - <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 />@ 24" O.C.) <br />SIMPSON SP1 w/ (10) 10d NAILS <br />"SIMILAR AT FOUNDATION ONLY" <br />IF NOTED, THIS REFERS TO THE <br />STEP, SIZE OF FOUNDATION AND <br />2x P.T. BOTTOM PLATE <br />REINFORCEMENT AND WILL NOT <br />16 x 6 W1.4 x W1.4 <br />INCLUDE THE WALL <br />WWF OR FIBERMESH <br />ATTACHMENTS <br />�31/2" MIN. / <br />D ° <br />HI III <br />;=I 1 11 i 1/2"(min.)-4" <br />00 <br />' —T_ 1TI=1T� <br />-1 I I-1 I I TI I= - III ITS I I f 1I- <br />(2) #5 CONT.' <br />4" 1'4" 8" <br />U.N.O. MIN. <br />TYPICAL BEARING WALL @@ STEP n@ SHEARWALL C <br />"SHEAR WALL" SCALE: 3/4"=V-0" <br />'OEGS�G�P� <br />QGs <br />M <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. <br />--2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />U.N.O. <br />--2x BLOCKING HORIZONTALLY@ INTERVALS <br />NOT EXCEEDING 10'-0" (R302.11) <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 />WWF OR FIBERMESH <br />b LT <br />3 1/2"(min.) - 4" =1 _ - y -rT <br />-Ill-Jill . 112 11. 11-11 I ITI-1 T <br />(2) #5 CONT. 4':-- I TIC 10 II I II 11 ­ <br />U.N.O. MIN. <br />TYPICAL BEARING WALL @ STEP <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.11) <br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2" X 3/16" <br />2x STUDS @ 16" O/C <br />INSULATION PER FBC AND ENERGY <br />FORM SUBMITTED WITH PERMIT <br />APPLICATION <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />LAYERS WI TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8" THICK. <br />@ K.O. BLOCK <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD <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 />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR —� <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />#3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi <br />- - <br />FINISH GRADE °O <br />[GRADE 60 MIN. Fy= 60ks <br />25" MIN. LAP [30"MIN. LAP] <br />—1 l l= I � <br />6 MIL VAPOR BARRIER �?-, I b u ° <br />�= I I I ° <br />60 <br />I 11= I = . -1 <br />T <br />T�=I I1=I I I=. <br />#5 REINFORCING R 1 7/8 <br />rI III o <br />II II <br />I I ICI �I i Ii T <br />�1=III-I - <br />BAR <br />#5 LAP SPLICE <br />COMP. SOIL. (COMPACTED TO 1111 I • ° I=11=111= <br />95% MODIFIED PROCTOR ASTM <br />D1557) 11111111TI1 I� 1 T-i <br />4" 114' <br />TYPICAL EXTERIOR FRAME WALL FOOTING <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. 2 <br />1/2" FROM SLAB <br />0'-0" J CONT. BEAD SEAL4 <br />INTERIOR <br />� a <br />-3 1/2" <br />a <br />d <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 />_ 4m <br />0? G <br />E <br />N I I —III I �rl 1 1 <br />M 6 MIL VAPOR —; <br />BARRIER R I <br />4" 1 4" <br />INTERIOR WALL SLAB STEP NON-BRG. <br />SCALE: 3/4"=V-0" <br />SCALE: 3/4"=1'-0" <br />NOTE: <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SIMPSON SP1 w/ (10) <br />10d NAILS <br />2x P.T. PLATE <br />SPACE ANCHOR <br />BOLTS 6" MAX FROM <br />o END OF 2" x PLATE <br />w y <br />U <br />A <br />m <br />(2) #5 CONT. <br />ON 3" CHAIRS <br />CC <br />S3 <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 />a D. <br />-I f(-IIITff� <br />II f—�—III-- r <br />(TYP.) <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 />VARIES <br />SEE PLAN <br />1 1/2" RECESS FOR <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 />d <br />AT 24" O.C. MAX. x CONNECTION INFO <br />SEE PLAN FOR . x <br />& LAYOUT DESIGN <br />a <br />e <br />— -` — <br />TOP OF BEAM <br />- - <br />I ITT I DTI I; <br />(2) HTS20 <br />SEE ROOF PLAN <br />FOR STRUCTURAL <br />_T <br />— _ _ —' ° , <br />Q <br />71�1 1,=,1 1 <br />a <br />Cj <br />111 I "' <br />BEAM SIZE & <br />_ I <br />N I 4 <br />I v <br />CONNECTION INFO <br />�, ° ° <br />T � •. III- <br />I <br />2x4 #2 SYP P.T. FRAMING w/ <br />III=11 <br />MIN 7/16" O.S.B. SHEATHING <br />, <br />SEE A/S3/J/S6 - ' - `Tfi Imo-'- 8" <br />z <br />ATTACHED PER NAILING <br />FOR REINF. INFO. <br />OPTION #1 <br />w <br />SCHEDULE <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />j <br />w <br />SEE PLAN FOR STRUCTURAL <br />SLAB INFORMATION <br />g <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 />-2X STUDS @ 24" O.C. U.N.O. <br />SECURE 2x4 P.T. BTM. PLATE <br />MASONRY WALL AND <br />SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" <br />GARAGE <br />COLUMN TO PORCH SILL <br />O.C. <br />PAD FOOTING <br />ATTACHMENTS & 18/D1 <br />1/2" GYPSUM WALLBOARD U.N.O. <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />8" MASONRY WALL <br />W/ DRYWALL SCREWS @ $"O.C' <br />ATTACHMENTS <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD c� <br />-INSULATION PER CHART <br />z <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. `2I ' <br />ON FLOOR PLAN <br />w <br />- <br />SIZE VARIES PER PLAN <br />M <br />CONT. BEAD SEALANT <br />¢ <br />> <br />w/ MIN. (2) #5 VERTICALS <br />z <br />�� <br />GRADE <br />E <br />? <br />� <br />FILLED SOLID (SEE PLAN FOR <br />71 <br />6 x 6 W1.4 x W1.4 c�1 <br />w SIZE AND REINFORCEMENT) <br />U <br />C7 <br />'' <br />• <br />WWF OR FIBERMESH �, <br />0'-0" FIN. FLR. <br />N <br />BRICK PAVERS or SLAB PER <br />COMMUNITY SPECS <br />w o <br />LU <br />o o LU "� _ <br />" <br />• • <br />LU <br />v <br />• • - _z a <br />M <br />a <br />w <br />1=I I I=1 I[=1 11=11=1 I I7 <br />FOOTING -1 <br />BEYOND <br />PAD REINFORCEMENT <br />3" MIN. CLEARANCE <br />A. �y ;. '• <br />SEE FOUNDATION <br />(SEE SCHEDULE) FOOTING WIDTH <br />' '" • :.,��, <br />CONC. PAD INFO. <br />SEE SCHEDULE <br />rK <br />TAPERED COLUMN FRAMING CD12 <br />PATIO COLUMN FTG. DETAIL N <br />S 3 <br />SCALE: 3/4" = 1'-0" <br />SCALE: N.T.S. S3 <br />cur <br />0 <br />d� <br />O <br />L <br />i. -= <br />9 <br />G C3 <br />RCN <br />m x <br />Ro <br />w N s <br />v+ o � <br />Q 61 N Y <br />d <br />v e <br />v CD <br />i d C C= <br />s� <br />a <br />a <br />y� <br />Vl� Al <br />4' •fir i �+' �pp Fpp <br />�..aa <br />ro.p pr'// <br />'I, /11 €YIN"1Y�F�'-i <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 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the st uctural engineering portions of the drawing pages bea ing <br />Engineer's signature and seal. <br />Fw• o E <br />O N U <br />o <br />,Q+ <br />AV W C2 N <br />Q G CO <br />7 UC i N 'D 4 <br />N �No� i <br />Caw u- IL iy w <br />V J 0 <br />-0 Y <br />(L <br />_ ca <br />r moco 0 <br />IY Y N <br />W��pj°� m w <br />Lr) �co Z <br />H NQ <br />F Z O Ci x OU <br />W ❑0 <br />z N (o <br />o <br />z o � <br />—o <br />Q <br />CL- <br />� z <br />LLj <br />o <br />U —� <br />O W S <br />N Ly N <br />U_ <br />ofo <br />i <br />= t <br />U o <br />0 <br />• <br />N <br />I� <br />o <br />� <br />M <br />o <br />W <br />G <br />LL <br />(a E <br />Zp <br />O <br />zro <br />aN <br />p <br />I-C-0 r6 <br />O <br />¢4U <br />�U <br />0 <br />C/3 <br />Qo <br />Q <br />miE <br />o° <br />ZF <br />OU <br />�Z <br />Z <br />W <br />T <br />a <br />w LL <br />� <br />az <br />N W <br />=L <br />m <br />�W <br />=� <br />nj <br />o <br />M <br />w� <br />OIQT� <br />;o <br />a F <br />N O <br />cr—, <br />LO <br />rn <br />�.. <br />Q <br />0 <br />I� <br />LO <br />co <br />O <br />O <br />Y <br />m <br />co <br />V) <br />N <br />m <br />IUD <br />T <br />c <br />L <br />0 N <br />I <br />N <br />,— <br />(ICU <br />CV <br />(10 T <br />LO <br />r <br />< <br />F LO <br />r <br />E <br />w M <br />LOz <br />o <br />co <br />z <br />E r In m <br />`m <br />a <br />E <br />U Q 0 <br />JOB <br />NO: 23-06143 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />Ii f IF I - - - - - -- - - <br />I I .... 11:.I. Ii.l "Al I 1::I'n i.ii I.WIIiYI:.I ii III IIi:L;L:.,— 1 h,,:.J:I` I F I <br />