Laserfiche WebLink
3 <br />a <br />Lo <br />r- <br />en <br />cV <br />L0 <br />E <br />0 <br />En <br />9 <br />< <br />N <br />0 <br />0 <br />N <br />to <br />0 <br />I <br />N <br />z <br />J <br />Q <br />LO <br />cq <br />N <br />rn <br />rn <br />o <br />cn� <br />0 <br />< <br />0 <br />0 <br />r< <br />N <br />cD <br />0 <br />I <br />N <br />M <br />N <br />0 <br />lr) <br />!n <br />!n <br />C7 <br />7 <br />9 <br />Q <br />N <br />0 <br />i <br />a. <br />E <br />y <br />E <br />0 <br />x <br />v <br />J <br />i <br />o <br />0 <br />0 <br />t- <br />N <br />N <br />0 <br />0 <br />d <br />N <br />0 <br />LO <br />45 <br />0 <br />I� <br />0 <br />Q <br />W <br />00 <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.) VARIES <br />INSU <br />5/8" OR 1/2" HIGHJ' <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 —J <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 />16r1 TnFNAII S T P. I:\ <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 r 11/2" 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 31/4" 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 T' 6 x 6 W1.4 x W1.4 r <br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH <br />MOISTURE BARRIER D e <br />SHINGLE ROOF, SHINGLES TO e _ <br />BE IN ACCORDANCE w/ ASTM =III-III=1 11=1 m D 11=III=1 11=1 I I; <br />1=III-11 f=1 I I I I I III —I 11=1 i 1= <br />D7158-CLASS G or H, or ASTM I I_I I=III=III=� P • 1=III=I 1= T <br />D3161-CLASS F, IN ' I —I I=I I III — <br />I <br />ACCORDANCE w/ TABLE ' I l=1 I=1 I I=I I I=I I I=I I=I I I —I I=I I=I I- <br />R905.2.6.1, FLORIDA BUILDING =III I �I I I=III-III III -III I I -I <br />CODE 7TH EDITION (2020) 8 -11 I -MITI II II I II I I ICI I I- I I' <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"=V-0" <br />-ALUMINUM DRIP <br />EDGE <br />-ALUMINUM FASCIA <br />-2x SUB FASCIA <br />-SEE STRUCTURAL <br />SOFFIT SHEET SS <br />8"&'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 />FOR LOCATIONS) <br />1x4 P.T. BASE NAILER <br />4"x4" INSPECTION <br />3 114" BASEBOARD <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <br />co 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 />a NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />"FIBERMESH" <br />DECO FINISH 4" to 6" <br />BELOW GRADE <br />E <br />L7711 1 11 ° ° D <br />I °° <br />M _ <br />D <br />oo <br />6 MIL VAPOR <br />BARRIER 1 !t D 4 <br />I II <br />I D ' <br />T III= <br />COMP. SOIL. I III <br />(COMPACTED TO 95% =I I I =1Tf= I I <br />T <br />= <br />MODIFIED PROCTOR III I I I <br />ASTM D1557) <br />3" MIN. CLR. <br />(2) #5 REBAR CONT. <br />V-4" (1 STORY) <br />ON 3" CHAIRS TYP. <br />STD. 90 HOOK SEE <br />4" V-8" (2 STORY) <br />DETAIL) <br />) <br />TYPICAL WALL SECTION <br />q <br />SCALE: 3/4" = V-0" <br />S3 <br />OPT: DEPRESS SLAB 5Y2" <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 <br />/ ...° _ <br />. .` <br />4" 00 <br />d <br />T <br />SEE A/S3 OR J/S6 -—I I II I I ICI I I I II 11, <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' 4" (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 />GG <br />S3 <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=V-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 />SEE CC/S3 OR N <br />#5 VERT. IN FILLED CELL <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"x31/4" TAPCONS <br />*SIMPSON SP1 <br />SPACED EVENLY <br />W/ (10)10d NAILS _ <br />`V <br />2x P.T. PLATE <br />TYP. <br />ASSUMED FINISHED <br />GRADE <br />MONO OR STEMWALL <br />Z <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />oo <br />NOTE: <br />- <br />*FOR BEARING WALL <br />W/ UPLIFT ONLY <br />FRAME WALL TO C.M.U. WALL CONNECTION <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />3 1/2" WWF OR FIBERMESH <br />min.) 4' <br />o n e <br />00 <br />SCALE: 3/4"=1'-0" <br />�r GRADE <br />I—tl—I r—ri I—t <br />- -(1) #5 REBAR w/ OPT. <br />11= 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 <br />T, <br />M <br />SEE A/S3 OR J/S6� -ILI11 I I III I I I IIIr <br />FOR REINF. INFO.L 3" MIN. CLEARANCE <br />1'4" (1 STORY) <br />V-8" (2 ST RY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.111, <br />2 <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" O/C FIELD. <br />7vr <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 />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE <br />3/8" MORTAR BETWEEN COURSES 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 />- I E <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 />r 2"°x3/16" PLATE WASHER (TYP.) <br />Cl)ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" <br />OIL <br />j - A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR <br />@ 24" O.C.) 2"- <br />ELEV-0'-31/2" Z 31/2" MIN. <br />A.F.F. p <br />2x4 CONT. ILL b <br />7/r <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH -� 'TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS e „ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS <br />EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE "X" @ EACH END (WHEN PARALLEL) <br />GARAGE W/A HABITABLE ROOM <br />SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. CONNECTIONS. <br />S,P.F. DOUBLE <br />TOP PLATE <br />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 />(12) 10d NAILS U.N.O. <br />2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS <br />NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) <br />(ALT: 1/2"x12" TITEN HD @ 24" <br />INSULATION PER CHART ON FLOOR PLAN O.C. " O 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN <br />@ 24" O.C.) <br />SIMPSON SP1 w/ (10)10d NAILS "SIMILAR , T FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS <br />IF NOTED, THIS REFERS TO THE <br />STEP, SIZE OF FOUNDATION AND <br />2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE <br />INCLUDE THE WALL <br />6x6W1.4xW1.4 6x6W1.4xW1.4 <br />ATTACHMENTS 2" <br />WWF OR FIBERMESH WWF OR FIBERMESH <br />o _K <br />11 <br />N TII1 =T_ <br />GARAGE DEPTH VARIES 00 <br />(3 1 <br />i° -T —1TfI I I <br />—LI' <br />I I =1 I -, � I III-1 I(=TI=� <br />(2) #5 coNT. "I I"I I �T"'I 1 1111 <br />4" 1'-4" 8" <br />U.N.O. MIN. <br />TYPICAL BEARING WALL 6@ STEP SHEARWALL <br />"SHEAR WALL" SCALE: 3/4"=V-0" <br />00N 9E0U���� <br />ens' <br />C31/2" MIN. <br />D ° <br />D d _ III-1I1=I1_I-'81/2"(min.)-4° <br />—III—III- <br />31 /2"(min.) - 4" =1 � r, , 1=� I ►— <br />00 <br />� ,1T <br />=TI �I I I I I=1 11=1 11= III LTf--I <br />(2) #5 CONT. I I <br />14„I I, I II ��I I fl �11 f� fly- <br />U.N.O. MIN. <br />TYPICAL BEARING WALL @ STEP 6CC <br />SCALE:3/4"=V-0" S3 <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" O/C <br />\ 10 M N�o s <br />INSULATION PER FBC AND ENERGY <br />�/ c0`� <br />FORM SUBMITTED WITH PERMIT <br />/' \ <br />NOTE: <br />2x BLOCKING HORIZONTALLY@ <br />APPLICATION <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.11) <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <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 />SIMPSON SP1 w/ (10) <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8" THICK. <br />K.O. BLOCK <br />10d NAILS <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />2x P.T. PLATE <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 />SPACE ANCHOR <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR <br />6" MAX <br />END PLFAROM <br />o <br />OF 2"OLTS <br />TE <br />c <br />E <br />PER MFR INSTRUCTIONS <br />Z_ <br />#3 OR #4 REINFORCING BAR � <br />#3 & #4 LAP SPLICE a <br />GRADE 40 MIN. 760ksi] <br />D <br />D <br />e <br />D <br />M D ° DJ <br />FINISH GRADE °O <br />25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN, g <br />IT�' 111 1�11 I m <br />—t I I--- <br />—Tf=1 I I <br />6 MIL VAPOR BARRIER =111 111 D ° <br />- <br />1I=III=11I=III= °O <br />COw <br />p • <br />11T—I I —I <br />ITT #5 REINFORCING BAR R 1 7/8 <br />'TI I I • o I=11T�1=1I1=1�1- r #5 LAP SPLICE <br />111�=1Ti�=il —TfT=1 <br />COMP. SOIL. (COMPACTED TO I �I I D ° I I I I —III —I I —I I 36" MIN. LAP [36" MIN. LAP] <br />95% MODIFIED PROCTOR ASTM I �- I I=I I =1 I=1 I=1 1=�=I 11=T 10" <br />D1557) III rr�r�r-"r r rl 1�1 <br />4" 1'-4" #6 REINFORCING BAR #5 STD. 90 H00K <br />#6 LAP SPLICE <br />TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />2„ HOLD GYP. BD. <br />1/2" FROM SLAB <br />0� ,-o" J CONT. BEAD SEALA� <br />I -Fa .e. ,Q 4 <br />INTERIOR <br />4. , . -31 <br />... <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 />4d e <br />00 <br />E- <br />_ _ — — _— <br />Nco 6 MIL VAPOR J I <br />BARRIER <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 />TOP OF BEAM & LAYOUT DESIGN <br />SEE ROOF PLANoo <br />(2) HTS20 FOR STRUCTURALr <br />BEAM SIZE & <br />CONNECTION INFO <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 />j <br />Q <br />w <br />SEE PLAN FOR STRUCTURAL <br />g <br />w <br />COLUMN SIZE AND BASE <br />o <br />w <br />CONNECTION INFO. <br />r� <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 AT 8" <br />COLUMN TO PORCH SILL <br />`'°' <br />O.C. <br />GARAGE <br />ATTACHMENTS & 18/D1 <br />1/2" GYPSUM WALLBOARD U.N.O. <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />W/ DRYWALL 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 />¢ <br />> <br />w/ MIN. (2) #5 VERTICALS <br />d <br />> <br />FILLED SOLID (SEE PLAN FOR <br />: <br />6 x 6 W1.4 x W1.4 ? <br />W <br />SIZE AND REINFORCEMENT) <br />'- WWF OR FIBERMESH �,, <br />o <br />Cn <br />BRICK PAVERS or SLAB PER <br />a <br />0'-01, FIN. FLR.jk <br />COMMUNITY SPECS <br />111.. <br />II <br />LI I IT 111= ]T=1 11=1 11=1 I IIV <br />..... >,00000��000 <br />.l <br />(2) #5 CONT. =1 I InL <br />ON 3" CHAIRS <br />8" V-4" <br />(TYP. ) <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 />17 <br />I —I I 1=111=1 <br />1 I f tzT i 11 I. ;- <br />TYPICAL INTERIOR BEARING <br />WALL w/ UPLIFT G <br />SCALE: 3/4"=V-0" S3 <br />VARIES <br />1 1/2" RECESS FOR - I r6 x 6 W1.4 x W1.4 <br />S.G.D. (U.N.0.) WWF OR FIBERMESH <br />r� <br />M C <br />E <br />SEE A/S3/J/S6 8" <br />FOR REINF. INFO. <br />OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />SLAB STEP &RECESS (a7 S.G.D. / M <br />SCALE:3/4"=1'-0" S3 <br />MASONRY WALL AND <br />PAD FOOTING <br />8" MASONRY WALL <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD E <br />CONT. FOOTING STEEL MAT REINFORCING. r IT <br />00 z GRADE M <br />2 <br />w <br />Z ♦ w <br />F— W U <br />00 <br />LL <br />cUn ¢ <br />FOOTING v <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. S3 <br />°1 w <br />�v;" <br />�LJ. <br />c= <br />to R <br />2!N <br />N <br />-r. d <br />� � <br />d <br />M <br />ca <br />CY-- <br />a <br />c E <br />w <br />0 <br />e1Pf?Q!R <br />R0 <br />�1 S .fit! <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 <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />k to <br />W <br />q <br />;_ <br />o M 0 <br />V <br />01 <br />o <br />..�- <br />'S <br />E.- <br />IlO�!�� <br />o <br />t� m <br />rn N J <br />t N• <br />V/ <br />4 <br />(7 'T J W <br />C J LL W <br />�a <br />�: <br />Z <br />J,�u_ 1 <br />N <br />=_ o 3 <br />w <br />�: <br />^i-.. {i <br />�� <br />ib <br />W <br />. p <br />m N (O <br />o <br />Z <br />0�O'O' m w <br />J <br />Z <br />N `' ¢ o <br />U v <br />W <br />❑ ❑ <br />V M .�-• <br />z � o <br />o <br />z <br />z o <br />N <br />z <br />�93 <br />t1y, <br />0 o <br />lL <br />T <br />® m <br />U <br />0 <br />N <br />W g <br />_y N <br />Ln <br />v� <br />J <br />n �j <br />Fit <br />_ E <br />!".. <br />yth��4r� <br />= L <br />z ..°- <br />V <br />o N <br />C `o w <br />o <br />N <br />I� <br />o <br />J <br />w <br />M <br />M <br />J <br />N ¢ <br />z <br />Z <br />Z <br />4 <br />MFE <br />E <br />p <br />�o <br />zo <br />os <br />z© <br />❑° <br />t� e0 <br />o <br />'o <br />- E <br />o< <br />co <br />w� <br />wz <br />� <br />�z <br />mo <br />z <br />z <br />m <br />5 <br />8 <br /><� <br />�z <br />Zo <br />z, <br />3 <br />w <br />a <br />u>w <br />W <br />m <br />a� <br />aLL <br />�3 <br />w0 <br />V <br />zlaT <br />¢ <br />o <br />0 <br />c 0 <br />= <br />` <br />>� <br />J <br />LOai <br />`a <br />Q_ <br />� <br />c� <br />H <br />L <br />r <br />t0 <br />O <br />J <br />07 O <br />•� <br />O <br />U) <br />M <br />co <br />Lid <br />T� <br />�1 <br />0 <br />m <br />U) <br />LO <br />M <br />O <br />t\ <br />m N <br />LO <br />N <br />N <br />Q <br />n LO <br />r <br />ai <br />T <br />n <br />CO <br />N LO <br />o <br />Z <br />z <br />E O <br />a <br />a <br />E <br />U <br />Q p <br />JOB <br />NO: <br />23-06127 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />a <br />7T <br />