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3 <br />x <br />w <br />I <br />L0 <br />i <br />a <br />N <br />LO <br />0 <br />4z <br />a <br />J <br />0 <br />I <br />[V <br />rr <br />rn <br />Q <br />/ <br />3 <br />[V <br />cV <br />0 <br />/ <br />v <br />a <br />E <br />O <br />Cg <br />J <br />y <br />0 <br />f= <br />U <br />P <br />a <br />0 <br />UI <br />a <br />a <br />0 <br />0 <br />U <br />J <br />1..1 <br />N <br />0 <br />0 <br />o <br />ao <br />v <br />0 <br />0 <br />cV <br />O <br />CIO <br />v <br />a <br />m <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 />I <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 />1x2 PT WD FURRING @ 24" O.C. <br />1/2" GYPSUM WALLBOARD <br />U.N.O. <br />1x4 P.T. BASE NAILER <br />3 1/4" BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN PSI MAY VARY PER <br />MUNICIPALITY. <br />CONCRETE SLAB W/6X6 <br />W1.4XW1.4 WWF OR <br />"FIBERMESH" <br />c <br />v <br />- <br />L <br />°p <br />6 MIL VAPOR <br />BARRIER <br />I <br />• • <br />COMP. SOIL. <br />(COMPACTED TO 95% <br />=I I <br />MODIFIED PROCTOR PROCTOR :7 <br />I I III <br />—I I1=1I <br />ASTM D1557) <br />3" MIN. <br />CLR. <br />(2) #5 REBAR CONT.—/ <br />(1 STORY) <br />ON 3" CHAIRS TYP. <br />4" <br />V-8" (2 STORY) <br />U.N.O. <br />2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS <br />INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) <br />10'4" (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 />TRUSS @ 24" O.C. U.N.O. <br />2x P.T. PLATE <br />1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & .ci <br />HURRICANE ANCHOR @ EACH <br />@ 6" MAX FROM END OF 2 x PLATE E <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />(2) #5 CONT. ON 3" <br />6 x 6 W1.4 x W1.4 N <br />METAL PL. UNDER EA. TRUSS <br />CHAIRS (TYP.) <br />WWF OR FIBERMESH Cl) <br />MOISTURE BARRIER <br />o ° <br />SHINGLE ROOF, SHINGLES TO <br />a <br />BE IN ACCORDANCE w/ ASTM <br />. <br />-III=1 I=I I=1 In ' ' I �1 �I I �I 11= 9 <br />1-III—III—III I ° I i I I I —I I I-111=' <br />D7158-CLASS G or H, or ASTM <br />I 1-I I I —I I 1=1 ; • �I I �I I �I II' <br />D3161-CLASS F, INIII—� <br />° — <br />ACCORDANCE w/TABLE <br />"I=1 I —I 11-1 1=1 I-1 1=1 11=1 11=1 11=1 I �I <br />R905.2.6.1, FLORIDA BUILDING <br />CODE 7TH EDITION (2020) <br />=III I I —III —III —I I I: LI=1 I F <br />-I 1 �� II IIII 111 II 11111 II111-11 <br />8 4 <br />RESIDENTIAL <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSH] - ON <br />TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS <br />WALL w/ OUT UPLIFT rG G <br />SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" <br />S3 <br />ELEV. VARIES <br />ALUMINUM DRIP <br />EDGE <br />ALUMINUM FASCIA <br />12" N.O. 2x SUB FASCIA <br />EE 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 />(1) #5 VERT. IN FILL <br />CELLS (SEE <br />FOUNDATION PLAN <br />FOR LOCATIONS) <br />4"x4" INSPECTION <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />� <br />AT GARAGE CONTRACTOR <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />w <br />a NOTE: EXTEND <br />DECO FINISH 4" to 6" <br />BELOW GRADE <br />Z <br />I 002 <br />°° <br />dill N <br />III <br />STD. 90 HOOK (SEE <br />DETAIL) <br />TYPICAL WALL SECTION A <br />SCALE: 3/4" = V-0" Il S3 <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=V-0" <br />112" 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 --- `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 5/" GYP. TYPE @ EACH END (WHEN PARALLEL) <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. <br />TOP PLATE S.P.F. DOUBLE <br />SIMPSON SP2 w/ TOP PLATE <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 1Y-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 @ INSULATION 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 />EDGES, AND @ 12" O.C. @FIELD <br />SLAB & BLOCK "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. 0'-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 x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 <br />@ 24" O.C.) 211 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH <br />ELEV. -0'-3 1/2" ~ 3 1/2" MIN. 1 3 112" MIN. <br />A.F.F. p o. <br />N z D ° ° ' —_�=�1 1131/2"(min.)- <br />III III- <br />3 v2"(min.)- 4" I I=1 I =T 1= 31/2"(min.) <br />III —ICI = I�I_I�1—lll_jlf�—ICI III I —III I11_I�II_i�I_�_ III — <br />III <br />(2) #5 CONT.l I 4" V-4„ 81 (2) #5 CONT. <br />U.N.O. MIN. U.N.O. MI <br />TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEP <br />"SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" <br />'CEO S�GUR <br />PGs <br />z- <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" O/C <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 />N <br />1-11 <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 />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />G/S3 FOR ANCHOR <br />"J" <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 />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 />6 1/4" 3 1/4" TAPCONS <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD <br />*SIMPSON SP1 <br />( ) x <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 />N <br />2x P.T. PLATE <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR —� <br />TYP. <br />ASSUMED FINISHED <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />GRADE <br />`, <br />z <br />#3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi <br />FINISH GRADE °O � <br />[GRADE 60 MIN, Fy= 60ksi] <br />MONO OR STEMWALL <br />? <br />— — —_ D D <br />25' MIN. LAP [30" MIN. LAP] <br />FOOTING MONO SHOWN00 <br />—III <br />FOR CLARITY <br />O° <br />6 MIL VAPOR BARRIER ,.III III ° 0 ° <br />1= 1 Ell <br />I=1 I I=I 11= I1=_ -1 <br />T <br />III 1 1�_, <br />R 1 7/8„ <br />T <br />z <br />#5 REINFORCING BAR <br />— - ! — -- <br />III o: <br />I MI I Ml 11-111=11 I- <br />III —III —III 1 1 1—I <br />NOTE: �- <br />—I I'—� <br />1=• 1II 1 I I I==1TII—II==f— <br />ly1 =T1 <br />BEARINGWALL COMP. SOIL. (COMPACTED TO <br />95% MODIFIED PROCTOR ASTM <br />W/ ONLY I—II—T—II=1r T <br />j —D1557) =IIII I <br />=_ <br />� <br />411 114 <br />1 <br />FRAME WALL TO C.M.U. WALL CONNECTION <br />rD TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />3 1/2" WWF OR FIBERMESH <br />min.) 4" <br />A GRADE <br />00 <br />—1 <br />-(1) #5 REBAR w/ OPT. <br />=1I I-1I II I I II i 1= 11=1 I1= 11=SQREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=1'-0" S3 <br />OPT: DEPRESS SLAB 5,Y2" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY EXPANSION JOINT <br />CONCRETE SLAB 14" O.H.D. RECESS - 13 O.H.D. RECESS <br />PAVERS 'Tz - � <br />CV <br />M <br />co <br />M .. +.. + . + .� <br />� . <br />I I I I-11 I l I e 411 T - -11r�1 I —1 1 — - <br />I 00 <br />I k i1111 I I-1 I I"4 1 <br />11=III <br />ft <br />11 <br />t 11I1 I II <br />SEE A/S3 OR J/S6 � IL11 i t 11 i 1111 I I I-I-I,r- <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STORY) <br />GARAGE DOOR SLAB RECESS ri1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />SEE A/S3 OR J/S6 J -I I II I II I III i lI I I I II I f <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4' (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 />HOLD GYP. BD. <br />21/2" FROM SLAB <br />0� '-01, J CONT. BEAD SEALAIS <br />Q <br />INTERIOR <br />+ e <br />°Qd -31 <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 />as <br />c <br />00 <br />N T=1 1= I -jzL <br />M 6 MIL VAPOR 9�1 IE]� <br />BARRIER ='1' <br />GrrOrrO, r 1 'ririririririririri <br />TION <br />ri�ri\\ri\\G vi�ri\\ri�ri\\ • • . •NFO. <br />INTERI <br />O. WALL .. STEP NON-BRG. K TAPERED COLUMN FRA ING rCD T2� <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 />Q BOLTS 6" MAX FROM <br />o END OF 2" x PLATE <br />W C <br />U <br />III —I ICI I I ° °LU <br />. <br />=1_TI—III— <br />LIJ <br />II I [TI I I I I I f= D•° <br />�1/2"(m�in.)-4" <br />CC <br />S3 <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />1 U-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 />--1 I I I f—I f1-1 <br />1 11=1 g—_ IN r <br />(2) #5 CONT.=111-11 ICI I I, , , I 1-1 I I, , , I' — <br />ON 3" CHAIRS <br />(TYP.) <br />TYPICAL INTERIOR BEARING <br />REBAR DETAILS F WALL w/ UPLIFT rG <br />SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 <br />VARIES <br />SEE PLAN 1 1/2" RECESS FOR--�7 <br />6 x 6 W1.4 x W1.4 <br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH <br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS <br />AT 24" O.C. MAX. CONNECTION INFO ° —� <br />SEE PLAN FOR & LAYOUT DESIGN a _ e <br />TOP OF BEAM IVa — — <br />SEE ROOF PLAN �=T=�1 I I T � <br />(2) HTS20 L FOR STRUCTURAL T _ T, ,1T T, ,1TTI I 41 <br />BEAM SIZE & N ' III 4 11 I <br />CONNECTION INFO M 1 <br />2x4 P.T. <br />PLATE <br />ig <br />7/16" <br />O.S.B. <br />COLUMN LOCATION <br />2x4 #2 SYP P.T. FRAMING <br />I a •. I I <br />=1 I <br />w/ <br />T I M 1 I1=1 I 1 <br />r <br />MIN 7/16 O.S.B. SHEATHING <br />"' "— ,,1 <br />SEE A/S3/J/S6 fi� <br />4 8 <br />Z <br />ATTACHED PER NAILING <br />FOR REINF. INFO. <br />OPTION #1 <br />w <br />SCHEDULE <br />F <br />a <br />w <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SEE PLAN FOR STRUCTURAL <br />SLAB INFORMATION. <br />w <br />COLUMN SIZE AND BASE <br />W <br />CONNECTION INFO. <br />SLAB STEP & RECESS q@ S.G.D. M <br />U) <br />SCALE:3/4"=V-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 <br />w/ 1/4"x3" TAPCONS <br />GARAGE <br />COLUMN TO PORCH SILL <br />AT 8" 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 @ 8"O.C. <br />ATTACHMENTS <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD _ - <br />INSULATION PER CHART <br />Z <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. r <br />ON FLOOR PLAN <br />LL <br />SIZE VARIES PER PLAN <br />M <br />CONT. BEAD SEALANT <br />¢ <br />> <br />w/ MIN. (2) #5 VERTICALS <br />00 Z <br />GRADE <br />L <br />FILLED SOLID (SEE PLAN FOR <br />6 x 6 W1.4 x W1.4 N <br />w <br />SIZE AND REINFORCEMENT) <br />LU <br />co <br />,• _- <br />WWF OR FIBERMESH �, <br />BRICK PAVERS or SLAB PER <br />,� o <br />0 Uj U)LU <br />O o <br />= �' ' <br />�_, =i Z <br />• •_ • • z a <br />a <br />a <br />�COMMUNITY SPECS " _ J - °' <br />0'-0FLR. " FIN. � l i i l -- �- I I -.- <br />- _ FOOTING v <br />-ii = BEYOND <br />PAD REINFORCEMENT - <br />3" MIN. CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL KN <br />SCALE: N.T.S. S3 <br />C� <br />C� <br />C`i <br />00 <br />C <br />04 <br />O <br />rt+ <br />-O <br />v <br />L O <br />C t6 CJ N <br />--a3mx <br />c LA- a <br />N Ro <br />ifl O cc <br />3 T <br />CD i <br />.,.— U a+ <br />_ -CD a r� <br />,v <br />S7 <br />N a. <br />E <br />- <br />� o <br />S E <br />• • .� <br />�r •p <br />i�r :k <br />� <br />aS00 <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 Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />U) <br />W <br />Q <br />I_ <br />8. <br />O <br />O N o <br />� <br />oc,N <br />VI <br />Q <br />� <br />dj C7 V � LL <br />J JL W <br />J LL a <br />W <br />Z <br />L o z <br />�. <br />'fa (N CO O <br />W <br />in °' °' m <br />_Z <br />J <br />L M Z d <br />CV <br />OU U o <br />W <br />Z N th <br />o <br />z � � <br />—o <br />Q �¢ <br />M <br />Q) <br />o <br />4--+ <br />� <br />U <br />OLU <br />N <br />p <br />c Y <br />�N <br />� <br />•. <br />E <br />31 <br />_ O <br />o <br />Cn <br />_0 <br />o <br />W <br />M <br />M <br />z Z <br />o i <br />Z <br />C E <br />Q O <br />E <br />- <br />zo <br />I— <br />O E <br />K O <br />&¢ <br />a z <br />. OV <br />o< <br />a Z <br />N � <br /><o <br />� >_ <br />n3 <br />Vi <br />z <br />Q <br />O� <br />0 ' <br />0, <br />o <br />J <br />TZ <br />W <br />o <br />Zz <br />�00 <br />wona <br />f? <br />�w <br />U <br />w,� <br />� <br />¢r <br />O <br />w <br />oo <br />a <br />=1a <br />s0 <br />2 <br />E2 <br />>L6 <br />Om <br />c <br />T <br />r <br />T— <br />CL <br />U <br />°° <br />L0 <br />A <br />N <br />F- <br />o <br />r <br />o <br />Q <br />o <br />T <br />00 <br />o <br />Z <br />@ <br />Z <br />E r <br />i° <br />IL <br />U <br />Q p <br />JOB <br />NO: <br />22-09408 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />i <br />w <br />a <br />0 <br />