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C <br />v, <br />0z <br />W <br />M <br />tz <br />i <br />0z <br />av <br />0 <br />J <br />0 <br />io <br />0 <br />i <br />N <br />0 <br />O <br />(N <br />c <br />3 <br />C <br />N <br />N <br />0 <br />x <br />C <br />CL <br />0 <br />v <br />0 <br />au <br />LZ <br />N <br />N <br />L0 <br />S <br />a <br />N <br />N <br />ri <br />LO <br />S <br />x <br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />5/8"OR 1/2" HIGH STRENGTH <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />(U.N.O.) (OR V GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />s „ „ <br />(OR / GYP. TYPE X„ @ <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) <br />.) <br />GARAGE W/A HABITABLE ROOM <br />GARAGE <br />EACH END (WHEN PARALLEL) <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT <br />ABOVE) <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE CONNECTIONS. <br />CONNECTIONS. <br />8"x8"x16" NOMINAL BLOCK WITH <br />TOP PLATE <br />S.P.F. DOUBLE <br />3/8" MORTAR BETWEEN COURSES <br />SIMPSON SP2 w/ <br />TOP PLATE <br />2x BLOCKING HORIZONTALLY@ <br />(12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. <br />SIMPSON SP2 w/ <br />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. <br />(12)10d NAILS <br />U.N.O. <br />FOR UNDERLAYMENT <br />" 10'-0" (R302.11 <br />@16 O.C. W/ (2) <br />16d TOENAILS T & B <br />1 <br />SHEATHING REQ D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS <br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) <br />"' " 11 N 11 <br />5/8 x 10 J BOLT @ 24 O.C. w/ <br />2"°x3/16" PLATE WASHER (TYP.) <br />2x BLOCKING HORIZONTALLY@ INTERVALS <br />NOT EXCEEDING 10'-0" (R302.11) <br />REQUIREMENTS SEE R905.1.1 <br />1/2" GYP. WB (MIN.) @GARAGE SIDE IF <br />z <br />INDICATED ON THE PLAN. ATTACH <br />(ALT: 1/2"x12" TITEN HD @ 24" <br />PRE ENGINEERED WOOD <br />APPLICABLE. <br />IT r, <br />3/8 MORTAR BETWEEN <br />SHEATHING W/ 8d COMMON NAILS @ <br />4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />@ 24" O.C.) <br />NSULATION PER CHART ON FLOOR PLAN <br />°� �� <br />TRUSS 24 O.C. U.N.O. <br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & <br />� <br />SLAB &BLOCK <br />EDGES, AND @ 12" O.C. @FIELD <br />"SIMILAR AT FOUNDATION ONLY" <br />HURRICANE ANCHOR @ EACH <br />@ 6" MAX FROM END OF 2 x PLATE <br />= <br />SIMPSON SP1 w/ (10)10d NAILS <br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ <br />IF NOTED, THIS REFERS TO THE <br />SIMPSON SP1 w/ (10)10d NAILS <br />ROOF FLASHING AND ROOF FLASHING <br />COMPONENTS TO BE IN ACCORDANCE <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />(2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 <br />T <br />T <br />2"°x3/16" PLATE WASHER (TYP.) <br />STEP, SIZE OF FOUNDATION AND <br />w/ R903.2, FLORIDA BUILDING CODE <br />METAL PL. UNDER EA. TRUSS <br />CHAIRS TYP. WWF OR FIBERMESH <br />> <br />ELEV. 0'-0" <br />ALT: 1/2"x12" TITEN HD 24" 2x P.T. BOTTOM PLATE <br />( @ <br />REINFORCEMENT AND WILL NOT <br />2x P.T. BOTTOM PLATE <br />7TH EDITION (2020) RESIDENTIAL <br />MOISTURE BARRIER <br />I <br />A.F.F. <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />2'1 x6W1.4xW1.4 <br />INCLUDE THE WALL <br />6x6W1.4xW1.4 <br />o ° � <br />SHINGLE ROOF, SHINGLES TO <br />° . " <br />@24"OC) WWF OR FIBERMESH <br />CH <br />ATTACHMENTS 2" <br />WWF OR FIBERMESH <br />BE IN ACCORDANCE w/ ASTM <br />o <br />p ..II I 4 <br />— I IN-S.. <br />ELEV. -0'-31/2" z <br />31/2"MIN. <br />31/2"MIND7158-CLASS <br />G or H, or ASTM <br />D3161-CLASS F, IN <br />I --• <br />L,III—°N ( I <br />2x4 CONT. <br />0 <br />A.F.F. p <br />ACCORDANCE w/ TABLE— <br />R905.2.6.1, FLORIDA BUILDING <br />(r <br />— I — — I <br />I =I-I� <br />S <br />N> <br />� ° 11 N <br />° .: 1 /2 (min.)- 4 <br />°O-- P • <br />C31'12"(min.).-4" <br />� <br />= o ° .: <br />°D m <br />N 1112 <br />1/2 (min.)- 4 <br />(TY7.) <br />VARIES <br />7TH EDITION (2020)�— <br />i. <br />_ I III �_ (� III II I I <br />GARAGE DEPTH VARIES <br />31/2"(min.-4"CODE <br />— <br />RESIDENTIAL <br />- <br />INSULATION LE <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSH] - ON <br />TYPICAL INTERIOR BEARING <br />(2) #5 CONT. 4„ 1'-4" 8" <br />() — 411 m�� ILim <br />2 #5 CONT. <br />"- <br />FRAMING SHEET FOR <br />U.N.O. MIN. <br />U.N.O. <br />I • <br />SHEATHING AND FASTENERS <br />WALL w/ OUT UPLIFT GG <br />GARAGE SLAB AT STEP B <br />TYPICAL BEARING WALL STEP SHEAR C <br />TYPICAL BEARING WALL a@ STEP CC <br />ELEV. VARIES <br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 <br />SCALE: <br />3/4"=V-0" S3 <br />"SHEAR WALL" SCALE: 3/4"=V-0" S3 <br />SCALE: 3/4"=1'-0" 23 <br />5/8" OR 1/2" HIGH <br />ALUMINUM DRIP <br />STRENGTH CEILING EDGE\N`�°�s <br />BOARD PER CODE (OR 5/8" <br />ALUMINUM FASCIA <br />GYP. TYPE "X" @ GARAGE <br />W/A HABITABLE ROOM \12'N.O. <br />2x SUB FASCIA <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />s� <br />/ <br />ABOVE) W/DRYWALL <br />EE STRUCTURAL <br />A <br />NAILED W/ 8d COMMON NAILS @ 4" 0/C <br />SCREWS 7" O.C. <br />SOFFIT SHEET <br />2x S.P.F. STUDS @ 16" O.C. <br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" O/C <br />M�NN, 5 <br />CEILING & 8" O.C. WALLS <br />8"x8"X16" KNOCK -OUT <br />LOAD BEARING OR <br />2x STUD <br />INSULATION PER FBC AND ENERGY <br />�0 �N <br />cc`� <br />2x BLOCKING HORIZONTALLY @ <br />INSULATION PER <br />BLOCK W/ 1#5 CONT. <br />EXTERIOR WALL <br />8" C.M.U. <br />FORM SUBMITTED WITH PERMIT <br />/ <br />INTERVALS NOT EXCEEDING <br />CHART ON FLOOR <br />FILLED SOLID W/GROUT <br />1"x P.T. STUD <br />2x BLOCKING HORIZONTALLY @ <br />APPLICATION <br />NOTE: <br />SEE SECTION C/S3 FOR <br />10'-0" (R302.11) <br />PLAN <br />#5 VERT. IN FILLED CELL <br />INTERVALS NOT EXCEEDING <br />INTERVALS <br />VALE 11) <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />ADDITIONAL INFORMATION <br />1x2 P.T. HORIZONTAL <br />NAILER <br />8" C.M.U. TYPICAL <br />SEE CC/S3 OR N <br />G/S3 FOR ANCHOR <br />"J" <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 MOOK DETAIL <br />SIMPSON SP1 w/ (10) <br />1/2" GYP. WB (MIN.) @ GARAGE <br />SIDE IF APPLICABLE. <br />BOLT INFO. <br />5/8'14" "J" BOLTS BOLT <br />5/8"° x 10" BOLT @ 24" O/C W/ 2"°X 3/16" <br />3RD LAYER 1/8" THICK. <br />K.O. BLOCK <br />10d NAILS <br />STD. 90-HOOK (SEE DETAIL) <br />TYPE 'IS" MORTAR <br />(IF NO UP LIFT ON <br />@ 24 O.C. VERT. OR <br />" <br />PLATE WASHER TYPICAL <br />�� <br />5/8 DIA. EXPANSION BOLT @24 <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 />2x P.T. PLATE <br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR <br />ARCHITECTURAL <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 />3500#, MIN. TENSION 2600#) <br />FINISH <br />w/ (10)10d NAILS = <br />N <br />SPACED EVENLY <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR <br />" MAX FAROM <br />- ^ <br />= <br />6TE <br />TYP. <br />2x P.T. PLATE <br />PER MFR INSTRUCTIONS <br />o <br />ENDBOLTS <br />FWWFxR FIBERMESH <br />1x2 PT WD FURRING @ 24" O.C._/ASSUMED <br />FINISHED <br />#3 OR #4 REINFORCING BAR <br />LU <br />0 <br />° . <br />GRADE <br />iv ° ' ° <br />z <br />#3 & #4 LAP SPLICE GRADE <br />40 MIN. Fy740kSSiji] a <br />°1/2" <br />GYPSUM WALLBOARD <br />° <br />FINISH GRADE oo <br />[GRADE <br />60 MIN. F <br />q <br />U.N.O. <br />(1) #5 VERT. IN FILL <br />MONO OR STEMWALL <br />z <br />�., — ,. <br />25" MIN. LAP [30" MIN. LAP] <br />g <br />D r T <br />CELLS (SEE <br />FOOTING MONO SHOWN <br />- <br />Lu <br />' <br />° <br />FOUNDATION PLAN <br />FOR CLARITY <br />°O <br />6 MIL VAPOR BARRIER ;. ° <br />." — <br />R 1 7/8" `o <br />FOR LOCATIONS) <br />_ <br />#5 REINFORCING BAR <br />1x4 P.T. BASE NAILER <br />4"x4" INSPECTION <br />2 <br />• <br />#5 LAP SPLICE <br />(2) #5�CONT. <br />3 1/4BASEBOARD <br />PORT AT EACH <br />NOTE: <br />FOR BEARING WALL <br />" t <br />� <br />[ <br />COMP. SOIL. COMPACTED TO - ° <br />( <br />— - <br />36 MIN. LAP [36" MIN. LAP] <br />" <br />ON 3 CHAIRS <br />8 " <br />_ <br />11 " <br />1-4 8 <br />FILLED CELL TYPICAL <br />W/ UPLIFT ONLY <br />o <br />95 /o MODIFIED PROCTOR ASTM _ <br />10" <br />(TYP.) <br />MIN. 2500 PSI CONC. SLAB <br />MIN PSI MAY VARY PER <br />M AT GARAGE CONTRACTOR <br />� <br />D1557) — <br />4" V-4" <br />#6 REINFORCING BAR <br />#5 STD. 90 HOOK <br />MUNICIPALITY. <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />- <br />#6 LAP SPLICE <br />TYPICAL INTERIOR BEARING <br />CONCRETE SLAB W/6X6 <br />W1.4XW1.4 WWF OR <br />a NOTE:EXTEND <br />- <br />FRAME WALL TO C.M.U. WALL CONNECTION <br />D <br />TYPICAL EXTERIOR FRAME WALL FOOTING E <br />REBAR DETAILS <br />rF <br />WALL W/ UPLIFT <br />G <br />_FIBERMESH" <br />DECO FINISH 4" to 6" <br />BELOW GRADE <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SCALE: 3/4"=V-0" S3 <br />SCALE: N.T.S. <br />I.S3 <br />SCALE: 3/4"=1'-0" <br />S3 <br />SLAB INFORMATION. <br />SLAB INFORMATION. <br />E: <br />`00 <br />r,v = <br />6 x 6 W1.4 x W1.4 <br />SEE PLAN <br />1 1/2" RECESS FOR VARIES6 x 6 W1.4 x W1.4 <br />° <br />31/2" WWF OR FIBERMESH <br />FRAME -DOWN FALSE BEAM w/ (3) <br />SEE ROOF PLAN <br />S.G.D. (U.N.O.) <br />WWF OR FIBERMESH <br />6 MIL VAPOR — > — <br />_ - z � <br />min. 4" <br />10d NAILS TO TRUSS TOP CHORD <br />FOR TRUSS <br />_ <br />BARRIER 4 '�"j'j <br />� �f C '• <br />iN <br />° = <br />� v <br />GRADE <br />AT 24" O.C. MAX. <br />SEE PLAN FOR <br />. <br />CONNECTION INFO <br />� <br />° <br />' � " • <br />COMP. SOIL. ° <br />T <br />= a <br />°o <br />- <br />— — — <br />TOP OF BEAM <br />& LAYOUT DESIGN <br />a <br />- - <br />COMPACTED TO 95% _ <br />( Tff <br />- KA <br />t t r <br />(1) #5 REBAR w/ OPT. <br />SEE ROOF PLAN <br />c <br />_° a s r <br />a; ; . v : A <br />MODIFIED PROCTOR <br />r I <br />S ENCLOSURE <br />1, <br />(2) HTS20 <br />FOR STRUCTURAL <br />r _ — <br />- _ ,d. <br />"' <br />� •� <br />ASTM D1557)71 <br />I I <br />BEAM SIZE & <br />' <br />a <br />3" MIN. CLR. <br />(2) #5 REBAR CONT. <br />I I- <br />4" <br />CONNECTION INFO <br />MTH_ <br />° <br />1'-4" (1 STORY <br />ON 3" CHAIRS TYP. ) <br />STD. 90 NOOK (SEE <br />MIN. <br />U.N.O. 4" 1'-8" (2 STORY) <br />DETAIL ) <br />2x4 P.T. <br />2x4 #2 SYP P.T. FRAMING w/ <br />PLATE <br />MIN O.S.B. SHEATHING <br />SEE A/S3/J/S6 <br />8- <br />TYPICAL WALL SECTION <br />rA <br />TYPICAL THICKENED SLAB EDGE <br />TYPICAL <br />L <br />O.S. <br />Z <br />CH <br />ATTACHED PER NAILING <br />FOR REINF. INFO. <br />SCALE: 3/4" = V-0" <br />S3 <br />SCALE: 3/4"=V-0" S3 <br />L <br />¢ <br />SCHEDULE <br />1/2 GYP. BD. <br />COLUMN LOCATION Q <br />> <br />SEE <br />TYP. WALLSECTION FOR ADDITIONAL <br />P.T. 2x <br />> <br />w <br />� <br />SEE PLAN FOR STRUCTURAL <br />SLAB <br />INFORMATION. <br />HOLD GYP. BD. <br />w <br />COLUMN SIZE AND BASE <br />1/2" FROM SLAB <br />o <br />W <br />CONNECTION INFO. <br />SLAB STEP & RECESS S.G.D. rM <br />0� '-0�� J CONT. BEAD SEALANT <br />SCALE: 3/4"=1'-0" S3 <br />OPT: DEPRESS SLAB 5Y" <br />DEEP AND 6" BEYOND <br />� � ' Q <br />DOOR TO RECEIVE BLOCK WALL BEYOND <br />BLOCK WALL BEYOND <br />.. •: '.: ' INTERIOR 2X STUDS @ 24" O.C. U.N.O. <br />SECURE 2x4 P.T. BTM. PLATE <br />MASONRY WALL <br />AND <br />PAVERS / DRIVEWAY <br />EXPANSION JOINT ^ <br />A!. , : -3 1/2" <br />SEE DETAIL 16/D1 FOR <br />COLUMN TO PORCH SILL <br />w/ 1/4"x3" TAPCONS AT 8" <br />CONCRETE SLAB 14" <br />O.H.D. RECESS <br />13' <br />O.H.D. RECESS <br />•' <br />GARAGE <br />ATTACHMENTS & 18/D1 <br />O.C. <br />PAD FOOTING <br />PAVERS <br />z <br />_*, <br />.E <br />r <br />CONCRETE NAILS W 1 1/2 <br />1/2" GYPSUM WALLBOARD U.N.O. <br />FOR COLUMN TO BEAM <br />ATTACHMENTS <br />TRIM PER PLAN <br />8" MASONRY WALL <br />-. <br />EXTEND FILL CELLS <br />�,•� <br />EMBEDMENT @ 12" O.C. <br />W/ DRYWALL SCREWS @ 8"O.C. <br />TO FOUNDATION PAD <br />• ' • ' . <br />�' <br />STAGGERED, FROM BOTTOM <br />INSULATION PER CHART <br />Z <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. `�' <br />e. <br />_ <br />�'' �' " - I l <br />` <br />-r <br />PLATE TO CONCRETE <br />ON FLOOR PLAN <br />to <br />w <br />SIZE VARIES PER PLAN <br />. . " y.:..• <br />_(MIN <br />- I :.: ..:. ` <br />80 <br />SHEAR 1 # MIN <br />CONT BEAD SEALANT <br />a <br />> <br />/ MI VERTICALS <br />w N. (2) #5 <br />? GRAD <br />_ •, .. <br />j <br />oo <br />TENSION 120#) CONCRETE SLAB,,,,,E <br />_ <br />> <br />FILLED SOLID (SEE PLAN FOR <br />r <br />_ <br />I :. ; '.'• 411= <br />" <br />6 x 6 W1.4 x W1.4 N <br />W <br />SIZE AND REINFORCEMENT) <br />c7 W <br />• <br />.�:-'.. <br />'- WWF OR FIBERMESH r, <br />LU <br />w o <br />v <br />.•' . i— <br />Ier <br />° <br />BRICK PAVERS or SLAB PER <br />p o vj <br />• • • • Z <br />. <br />Cl)6 MIL VAPOR - <br />0'-0" FIN. FLR. <br />COMMUNITY SPECS <br />fn <br />Q <br />I.0 <br />SEE A/S3 OR J/S6 <br />SEE A/S3 OR J/S6 <br />-FOOTING J <br />v <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />BARRIER <br />— <br />BEYOND <br />1' " (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1'-4" (1 ST RY) <br />r�- <br />: ti _•r.: • , :.' <br />PAD REINFORCEMENT—/3" <br />MIN. CLEARANCE <br />1' 8" (2 STOR) <br />1'-8" (2 ST RY) <br />1 11 <br />4 4 <br />v••y, • <br />SEE FOUNDATION <br />(SEE SCHEDULE) <br />FOOTING WIDTH <br />�. <br />CONC. PAD INFO. <br />SEE SCHEDULE <br />GARAGE DOOR SLAB RECESS <br />J,1 <br />GARAGE DOOR SLAB RECESS <br />INTERIOR WALL SLAB STEP NON-BRG. K <br />TAPERED <br />COLUMN FRAMING CD <br />PATIO COLUMN FTG. DETAIL N <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. <br />S3 <br />SCALE: 3/4"=1'-0" S3 <br />SCALE: 3l4•= T-0 <br />SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />ADDITIONAL INFORMATION. <br />IR7 <br />N <br />10 <br />N c <br />� v <br />r• > W <br />J u a L' o <br />000 <br />✓ C LA_ d <br />n N L <br />ydo� <br />Q •" tV Y <br />a y <br />d O ee C <br />> <br />C, <br />CD = <br />3 m <br />39 >_ <br />W CD <br />c o <br />O T <br />N fl- <br />c E <br />C o <br />a <br />0 <br />\` <br />4�r •, v t jr� <br />U 0, Cx <br />u <br />p0' <br />10 <br />/i`11811111111W, I"\N,'NI � <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 structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />0 <br />E <br />w W c <br />0 d <br />Lo <br />0) NNO� ik IJy <br />i» <br />N M st J <br />Q fc0 LL LL LL W <br />_j Q. <br />a <br />q <br />o <br />Wr°n�pjO' <br />m W <br />Z'n N Z d J <br />Z N OU * <br />v <br />W DD <br />V M � <br />Z N <br />Z <br />z � <br />Q <br />- N <br />v) z <br />-_ <br />N <br />LU <br />V � <br />� <br />O 1_U 8 <br />N c <br />„U <br />E <br />~ E <br />U � <br />• <br />c m <br />Q Y <br />W <br />�0 <br />N <br />�M <br />o <br />w <br />M <br />J <br />� <br />Z <br />IL <br />E <br />¢ <br />wO <br />o0 <br />ZN <br />z0 <br />° <br />E U <br />w= <br />oa <br />(� <br />R p <br />p <br /><� <br />00 <br />�V <br />°¢ <br />Z <br />d <br />5 <br />a p <br />o <br />u Z <br />no <br />a <br />m 0 <br />_� <br />Z <br />m J <br />�8 <br />F°^ <br />m' <br />w <br />T <br />K� <br />no <br />az <br />ow <br />2� <br />o <br />y= <br />wa <br />W0 <br />;o <br />M <br />a0 ti <br />v <br />°zl< <br />v 3 <br />c Q <br />0 <br />Z <br />> o L <br />� <br />N <br />1.L. <br />O <br />d <br />rn <br />�o <br />c� <br />i� <br />CM <br />co <br />T <br />GD <br />Cr T Co <br />T <br />m <br />LO <br />(� <br />�• rl- 0 <br />� /O <br />Y J <br />T <br />Q M <br />LO <br />T <br />T_ <br />M <br />M LO <br />o <br />? <br />Z <br />E T <br />cc <br />a <br />U � Q cc <br />JOB <br />NO : 23-06110 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />