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3 <br />m <br />O <br />LO <br />0 <br />V) <br />0 <br />00 <br />tn <br />0 <br />J <br />0 <br />N <br />0 <br />1 <br />m <br />r <br />LO <br />ID <br />0 <br />V) <br />Q <br />00 <br />O <br />J <br />N <br />0 <br />I <br />A <br />0 <br />rn <br />C <br />Y <br />3 <br />Q <br />N <br />N <br />v <br />a <br />H <br />CD <br />E <br />0 <br />J <br />LZ <br />E2 <br />U <br />e <br />O <br />vl <br />y <br />U <br />.o <br />i <br />U <br />M <br />i <br />a� <br />z <br />y <br />I <br />Y <br />i <br />.o <br />0 <br />d <br />J <br />i <br />N <br />N <br />0 <br />0 <br />0 <br />a <br />N <br />0 <br />N <br />0 <br />0 <br />Q <br />I� <br />m <br />0 <br />N <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 />M <br />7v/1F <br />II II II II <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 GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. <br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE <br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE <br />2x BLOCKING HORIZONTALLY@ (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 />2x #2 SPF STUDS INTERVALS NOT EXCEEDING <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. <br />@16" O.C. W/ (2) 1Y-0" (R302.11) z SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS <br />FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) <br />REQUIREMENTS SEE R905.1.1 1/2" GYP. WB MIN. GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" <br />(MIN.) @ z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR <br />APPLICABLE. INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN <br />PRE ENGINEERED WOOD 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) <br />TRUSS 24"U.N.O.DGES, AND @ 12" O.C. @ FIELD <br />�° O.C. U..O. 2x P.T. PLATE 1/4 DIA. X 3 1/4 TAPCONS @ 24" O/C & � SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" <br />HURRICANE ANCHOR EACH @ 6" MAX FROM END OF 2 x PLATE E °SIMPSON SP1 w/ (10) 10d NAILS SIMPSON SP1 w/ (10) 10d NAILS <br />@ = � 5/8" x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE <br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND <br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) 41 OIL � <br />WWF OR FIBERMESH `' ELEV. 0'4' (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE <br />MOISTURE BARRIER ° ° O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL <br />A.F.F. @ 24" O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 <br />SHINGLE ROOF, SHINGLES TO r,r A . ' WWF OR FIBERMESH WWF OR FIBERMESH <br />BE IN ACCORDANCE w/ ASTM -III=J-1=I m ° ° I I=I I I=III=III- 9 4 z 31/2" MIN. 3 1/2" MIN. <br />=III— I I —III I D I I II I I=111=1I1=' r - ELEV.-0-31/2' — -- <br />D7158-CLASS G or H, or ASTM I 1=III=f I=III=I ° • �_ <br />D3161-CLASS F, IN ' I —I I -III III —I ° — <br />ACCORDANCE w/ TABLE <br />R905.2.6.1, FLORIDA BUILDING 1—I1 III=III=I I I=I I III <br />CODE 7TH EDITION (2020) 8 -1 I I I II I i i11 II I II Ii <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 f GG <br />FI FV VARIFRA4­`� SEE TYP. WALL SECTION SCALE: 3/4"=V-0" <br />5/8" OR 1/2" HIGH <br />ALUMINUM DRIP <br />STRENGTH CEILING <br />EDGE <br />BOARD PER CODE (OR 5/8" <br />GYP. TYPE "X" @ GARAGE <br />ALUMINUM FASCIA <br />W/A HABITABLE ROOM <br />12" N.O. 2x SUB FASCIA <br />ABOVE) W/DRYWALL <br />EE STRUCTURAL <br />SCREWS @ 7" O.C. <br />SOFFIT SHEET SS <br />CEILING & 8" O.C. WALLS <br />8"x8"X16" KNOCK -OUT <br />INSULATION PER <br />BLOCK W/ 1#5 CONT. <br />CHART ON FLOOR <br />FILLED SOLID W/GROUT <br />PLAN <br />1x2 P.T. HORIZONTAL <br />NAILER <br />8" C.M.U. TYPICAL <br />STD. 90-HOOK (SEE DETAIL) <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 />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 />TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 <br />NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />- DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />L <br />L ° D <br />i �►t 00 � <br />D <br />II=1 I = <br />6 MIL VAPOR_ D <br />z <br />BARRIER <br />COMP. SOIL. <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR III I I[=1 I I I I <br />ASTM D1557) <br />3" MIN. CLR. <br />(2) #5 REBAR CONT. V-4" (1 STORY) STD. 90 HOOK SEE <br />U.N.O. <br />ON 3" CHAIRS TYP. 4„ V-8" (2 STORY) DETAIL) <br />TYPICAL WALL SECTION rA <br />SCALE: 3/4" = 1'-0" 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 _ z <br />M � <br />I=; I <br />co <br />a♦• : — <br />II II-11I I I I_ <br />SEE A/S3 OR J/S6 <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STOR) ) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />° p <br />D <br />2x4 CONT. °_ ° <br />o o °=III= I hI 1/2"(min.)- 4" - P -I I =I�=I I'31/2"(min.)- 4„ <br />°° „ r ° �h °°c„- <br />GARAGE DEPTH VARIES 3 1/2 (min. -4 III —III 'I_ 111 ITI 1IIT 1/2 (min.) 4 -I I I_I I <br />—III—II —III—II—II <br />' -I i f_ <br />I <br />I— a (2) #5 CONT.-41 I �1Ti 1� 4LTI—I I I 8I I151 <br />II �I I11-1 1 11-4—(,11—I I f-1 1 4 I I T�III_ <br />8 <br />N. <br />GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL MI STEP <br />TYPICAL BEARING WALL STEP SHEARWALL C Cc� CC <br />SCALE; 3/4"=V-0" "3,) "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 <br />1/2" OR 7116" 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 />PGS' <br />M <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 />EXTERIOR WALL <br />8" C.M.U. <br />FORM SUBMITTED WITH PERMIT <br />NOTE: <br />1"x P.T. STUD <br />2x BLOCKING HORIZONTALLY@ <br />APPLICATION <br />INTERVALS NOT EXCEEDING <br />SEE SECTION C/S3 FOR <br />#5 VERT. IN FILLED CELL <br />10--0" (R302.11) <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />ADDITIONAL INFORMATION <br />SEE CC/S3 OR <br />c�I <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />SIMPSON SP1 w/ (10) <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 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 />10d NAILS <br />(IF NO UP LIFT ON <br />@ 24" O.C. VERT. OR <br />5/8" x 6" EPDXY BOLT OR <br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD <br />2x P.T. PLATE <br />WALL SEE GG/S3) <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />7 <br />*SIMPSON SP1 <br />(6) 1/4"x3 1/4" TAPCONS <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 />SPACED EVENLY <br />FIBERMESH <br />BAR <br />BOLTS 6" MAX FROM <br />w/ (10)10d NAILS <br />- <br />`V <br />2x P.T. PLATE <br />.'. <br />WEEP SCREED INSTALLED <br />o <br />END OF 2 x PLATE <br />TYP. <br />ASSUMED FINISHED <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />D <br />GRADE <br />- D ° ° ' <br />z <br />#3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a <br />° <br />MONO OR STEMWALL <br />Z <br />'- n D <br />M :D DJ <br />— — — <br />FINISH GRADE oo <br />[GRADE 60 MIN. Fy- 60ksi] <br />Z5' MIN. LAP [30"MIN. LAP] Q <br />—III—III—III m <br />�— D <br />I <br />° <br />-~I=I <br />FOOTING MONO SHOWN <br />00 <br />— I I <br />6 MIL VAPOR BARRIER —1I I I o ° <br />- <br />I =1 I I=I I =I I I= O0 <br />W <br />I II I II I II ) ' • <br />�—III— I I ITI—I ° <br />r-R R <br />DTI ( 11 I I I E 111=TI=. #5 REINFORCING BAR R 1 7/8 <br />° .- <br />l —III I Z <br />z I D: I I=1 11=1T���1I F r #5 LAP SPLICE <br />NOTE: _ > <br />36" MIN. LAP [36" MIN. LAP] <br />G' 04 D <br />*FOR BEARING WALL COMP. SOIL. (COMPACTED TO I I W/ UPLIFT ONLY I111111111-�� <br />95% MODIFIED PROCTOR ASTM 1I 10" <br />ITk <br />%D1557) <br />- ! -,-- 4 1-4 #6 REINFORCING BAR T <br />1 I I := I-- <br />I III_-111 ,111- I I l i� l i l =III .III= 111 . I I <br />FRAME WALL TO C.M.U. WALL , CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING ("E� #6 LAP SPLICEREBAR DETAILS rF <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 <br />1= _ — — — — — <br />— = -- 1=III •. ° —I I I—Ill-111-11'—I <br />_ =(1) #5 REBAR w/ OPT. <br />11= 11--111= 1 =SCREEN 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 />CV <br />co <br />r <br />M .. n 4•' <br />—III—I I I I--iTl-1 � III= <br />' =I I �' IOU . = — � I <br />- <br />—III=1a 4; II 60 <br />1= ,- <br />I� <br />SEE A/S3 OR J/S6 �lil Illillll,,, 11111111- <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 />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 <br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN <br />SEE ROOF PLAN <br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS <br />AT 24" O.C. MAX. CONNECTION INFO <br />SEE PLAN FOR <br />&LAYOUT DESIGN <br />TOP OF BEAM <br />SEE ROOF PLAN <br />(2) HTS20 FOR STRUCTURAL <br />:- <br />BEAM SIZE & <br />CONNECTION INFO <br />P.T. 2x 1/2" GYP. BD. <br />2,> HOLD GYP. BD. <br />1/2" FROM SLAB <br />J CONT. BEAD SEALANT <br />INTERIOR <br />. a �. <br />v a e.. <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 />00 <br />E <br />— — <br />M <br />BARRIER '=1 I =1I' 111=1 I ' <br />' l_TI I T III 11111 I'- <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. K <br />SCALE:3/4"=1'-0" S3 <br />I <br />I <br />2x4 #2 SYP P.T. FRAMING w/ <br />MIN 7/16" O.S.B. SHEATHING <br />z <br />ATTACHED PER NAILING <br />w <br />SCHEDULE <br />> <br />SEE PLAN FOR STRUCTURAL <br />w <br />COLUMN SIZE AND BASE <br />o <br />w <br />CONNECTION INFO. <br />2X STUDS @ 24" O.C, U.N.O. <br />SECURE 2x4 P.T. BTM. PLATE <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 />ATTACHMENTS & 18/D1 <br />1/2" GYPSUM WALLBOARD U.N.O. <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />W/ DR SCREWS @ 8"O.C. <br />ATTACHMENTS <br />INSULATION PER CHART <br />z <br />SQUARE CMU BLOCK BASE, <br />ON FLOOR PLAN <br />w <br />SIZE VARIES PER PLAN <br />CONT. BEAD SEALANT <br />a <br />j <br />w/ MIN. (2) #5 VERTICALS <br />> <br />LU <br />FILLED SOLID (SEE PLAN FOR <br />6 x 6 W1.4 x W1.4 cal <br />o <br />w <br />SIZE AND REINFORCEMENT) <br />WWF OR FIBERMESH �, <br />� <br />0'-0" FIN. FLR.� <br />PAVERS or SLAB PER <br />COMMUNITY SPECS <br />° ° <br />�= _ — — — — — <br />� <br />=1 I I —III— � <br />z4BRICK <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />1 V-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 />° E <br />=I II I I —III- O_ <br />III III —III —III—' ,- <br />(2) #5 CONT. ' =11 I-11-1 I, , , I IT I I I, , , I <br />ON 3" CHAIRS <br />(TYP.) 8" 1'-4" 8" <br />TYPICAL INTERIOR BEARING <br />WALL w/ UPLIFT rG <br />SCALE: 3/4"=1'-0" S3 <br />1 1/2" RECESS FOR VARIES6 x 6 W1.4 x W1.4 <br />S.G.D. (U.N.O.)� I WWF OR FIBERMESH <br />SEE A/S3/J/S6 1— <br />�1 8 <br />FOR REINF. INFO. <br />OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />SLAB STEP & RECESS an S.G.D. M <br />SCALE:3/4"=V-0" \ S3 <br />MASONRY WALL ANDS <br />PAD FOOTING <br />8" MASONRY WALL -- <br />EXTEND FILL CELLS � <br />TO FOUNDATION PAD _E d <br />CONT. FOOTING STEEL MAT REINFORCING. r ' <br />M <br />00 GRADE <br />Uj <br />Z _ • <br />Hwp = rj w <br />~° ww - z <br />LL -1 M <br />"' -III=111' �II r w <br />_ _ FOOTING -� <br />II 1 _ L) <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. ��3 <br />d <br />A. <br />0 <br />micas—� <br />a- O <br />N <br />N <br />0 <br />N <br />M <br />CV <br />G9 �:�, <br />• <br />No P Z ii <br />b <br />s Mom: �+ <br />8,TA.7'E OF <br />•t:• <br />�lr�'• <br />1Y �'t��r',�a <br />%nr <br />•f:4bu <br />To the best of the Engineers knowledge, information and belief, <br />the st uctural 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 structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />y LO <br />W 'I E <br />ao 00 m A xt <br />p N N °O J <br />LL <br />,+ C� <br />V � CD � J <br />4 0 <br />V) jj)tir� �u1 a <br />a Y <br />N v <br />Q � <br />jLLLL L. <br />� <br />— a Z 6 Y <br />13 <br />Z smo orow <br />1z <br />3 - x O J <br />5 c- Q a <br />N '0 <br />a <br />Z oo ci ��o <br />ILW <br />Z O U U � <br />W ❑�❑ <br />M � <br />Z N (h <br />o <br />z � N <br />z � � <br />Q � <br />J <br />f2 � <br />r` <br />z <br />0 <br />v _ o <br />�N <br />+� <br />w <br />° <br />U <br />0 1., , g <br />� w <br />N .) <br />ws <br />C.)� <br />pp <br />L <br />ni <br />U <br />�... <br />U O 4 <br />c m Y <br />N m <br />0 <br />�® <br />r <br />o <br />w <br />� <br />J <br />a <br />z <br />= <br />� <br />Q E <br />o=o <br />� <br />o <br />>N <br />Q <br />o <br />E c? <br />m= <br />c ° <br />co <br />m <br />CI <br />o E <br />m U <br />&a <br />as <br />U O <br />o <br />a� <br />o � <br />wo <br />¢ <br />irw <br />L <br />. (az <br />� C <br />o <br />Y <br />m o <br />O <br />oLL <br />Z <br />c <br />N J <br />y <br />a <br />oa <br />ao <br />n <br />�w <br />W <br />w5 <br />15 <br />�- <br />oz <br />=3 <br />o <br />O <br />W ¢ <br />Y <br />1 O <br />CDI <br />=Q <br />aF <br />°� <br />2 O <br />0 <br />= <br />>� <br />'^ <br />L / <br />LO <br />00 <br />:30 <br />Y <br />6 Y <br />O <br />m <br />U m <br />� <br />¢I <br />No <br />O <br />M <br />Ln <br />Q <br />r <br />N <br />r <br />U <br />z <br />m <br />Z <br />:3op �; <br />E 0 a <br />0- <br />E <br />U _j Q p <br />J <br />JOB NO : 22-02400 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />