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3 <br />E5 <br />m <br />0 <br />_o <br />J <br />CN <br />N <br />N <br />i <br />m <br />CD <br />rn <br />0 <br />J <br />N <br />I <br />N <br />c <br />0 <br />i <br />3 <br />C <br />a <br />N <br />N <br />a <br />E <br />E <br />0 <br />0 <br />v <br />CO <br />c <br />J <br />0 <br />U <br />0 <br />i <br />0 <br />i <br />a: <br />0 <br />0 <br />0 <br />CD <br />Li <br />0 <br />Cl- <br />0 <br />0 <br />O <br />N <br />0 <br />00 <br />0 <br />Z <br />m <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905. <br />12 <br />(TYP.) VARIES / <br />5/8" OR 1/2" HIGHS" <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#2 SPF STUDS - <br />@16" O.C. W/ (2) <br />16d TOENAILS T & B <br />2x P.T. PLATE <br />(1) ROW 2x BLOCKING @ MID <br />HGT, FOR WALL HGT. <_ 8'-6". (2) <br />ROWS 2x BLOCKING @ 3rd FITS <br />FOR WALL HGT. > T-6". <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />APPLICABLE. <br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci <br />@ 6" MAX FROM END OF 2 x PLATE <br />(1) LAYER TYPE II (#30) (2) #5 C, ON 3 6 x 6 W1.4 x W1,4 N <br />ONT <br />UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH `o <br />PITCH > 4:12 It, ° <br />(2) LAYERS TYPE I OR TYPE II <br />(#15 OR #30) UNDERLAYMENT -I I LII I I=1 m a It. ° I I= I =III=1 I= o <br />FOR ROOF PITCH 4LI =1I I— I I D I I I=���I=' �- <br />.1zoREss. I '��I��-1�1=11�� ° ° • �—II T�I�I ,l' <br />PRE ENGINEERED WOOD -III I I II 11- 11=1 I I I �I 11=1I I -I I �I <br />TRUSS @ 24 O.C. U.N.O. <br />HURRICANE ANCHOR @ EACH <br />TRUSS (SEE UPLIFT SCHED.) W/ 8 <br />METAL PL, UNDER EA. TRUSS <br />MOISTURE BARRIER TYPICAL INTERIOR BEARING <br />SHINGLE ROOF <br />7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G <br />NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 <br />ELEV. VARIES FOR ADDITIONAL SLAB <br />INFORMATION. <br />-ALUMINUM DRIP <br />EDGE <br />-ALUMINUM FASCIA <br />-2x SUB FASCIA <br />-SEE SOFFIT <br />SHEET <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 />FINISH <br />1x2 PT WD FURRING @ 24" O.C. <br />1/2" GYPSUM WALLBOARD <br />(1) #5 VERT. IN FILL <br />U.N.O. <br />CELLS (SEE <br />FOUNDATION PLAN <br />FOR LOCATIONS) <br />1x4 P.T. BASE NAILER <br />4"x4" INSPECTION <br />31/4" BASEBOARD <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <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 />0- <br />NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />L <br />° <br />00 <br />I <br />a, rr <br />_ <br />D <br />yIAI <br />6 MIL VAPOR <br />W <br />BARRIER <br />, 4 <br />III <br />= <br />o • <br />11= T <br />COMP. SOIL. <br />° <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR :7 <br />ASTM D1557) <br />3" MIN. <br />CLR. <br />O #5 REBAR <br />CHAIRS TYP. TYP. <br />11'4' (1 STORY) <br />STD. 90 HOOK (SEE <br />U.N.O.N <br />4„ <br />V-8" (2 STORY) <br />DETAIL) <br />) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" = 1'-0" <br />S3 <br />OPT: DEPRESS SLAB 5 %" <br />DEEP AND 6" BEYOND - <br />DOOR TO RECEIVE <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB <br />PAVERS <br />BLOCK WALL BEYOND <br />14 —jII///—O.H.D. RECESS z <br />I/ M <br />LOAD BEARING OR — <br />EXTERIOR WALL <br />SEE CC/S3 OR —� <br />G/S3 FOR ANCHOR <br />BOLT INFO. <br />(IF NO UP LIFT ON <br />WALL SEE GG/S3) <br />*SIMPSON SP1 <br />w/ (10) 10d NAILS <br />TYP. <br />MONO OR STEMWALL— <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />NOTE: <br />*FOR BEARING WALL <br />W/ UPLIFT ONLY <br />PEI <br />7�7 <br />Ins <br />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 5 (U.N.O.) <br />HIGH STRENGTH — <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE <br />.) (OR %" GYP. TYPE O @ <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM <br />ABOVE) <br />S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ <br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE <br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE <br />(12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS <br />_J SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ <br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) <br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6 (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 <br />4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C,) <br />3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" <br />SLAB P. BLOCK <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. PROVIDE (1) SIMPSON SP1 w/ <br />(10)10d NAILS WHEN TRUSS ALIGNED WITH <br />STUD BELOW <br />--2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />U.N.O. <br />—(1) ROW 2x BLOCKING @ MID HGT. FOR <br />WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING <br />@ 3rd FITS FOR WALL HGT. > 8'-6". <br />—INSULATION PER CHART ON FLOOR PLAN <br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON Or I w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMrOUIv Or I wf k IV) IUa IVHII-O <br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND <br />T (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE <br />Cl) _ ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL <br />2„ x 6 W1.4 x W1.4 ATTACHMENTS 2�� 6 x 6 W1.4 x W1.4 <br />A.F.F. O.C.) WWF OR FIBERMESH WWF OR FIBERMESH <br />d d p <br />d - - °- <br />° L1 <br />31/2"MIN. <br />° "z <br />a a ELEV.0-31/2� <br />4 F.o° A.F. <br />2x4 CONT. <br />° <br />I'3 1/2"(min.)- 4" <br />°4 ° ° N 1 r1=m ° •' .=1 I I —III- <br />a 31/2"(min. - ' =1 I I —III I,I-1II- <br />GARAGE DEPTH VARIES ° ° I I —III=I I —I f I. <br />— I Ell I I I I I=1 11=f 11= I ll Tfl ► IT <br />° ° g ° <br />(2) #5 CONT. 4"11 �4"'—� 8" <br />U.N.O. MIN. <br />GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C <br />SCALE: 3/4"=V-0" Il S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 % <br />1/2" 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 />SECJ�� <br />M <br />�31/2" MIN. 1 <br />�I I I�I 4" <br />00 <br />31 <br />III �Ilr <br />ITI—I I <br />(2) #5 CONT. r 4 1 r I Il l 111, � iI I F <br />U.N.O. <br />TYPICAL BEARING WALL @ STEPrcC <br />SCALE:3/4"=V-0" S3 <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING SEAMS. <br />@ <br />2x STUDS @ 16" O/C <br />INSULATION PER FBC AND ENERGY <br />8" C.M.U. <br />FORM SUBMITTED WITH PERMIT <br />1 " x P.T. STUD <br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS <br />APPLICATION <br />#5 VERT, IN FILLED CELL <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />v <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <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 />5/8"1 BOLTS BOLT <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8" THICK. <br />K.O. BLOCK <br />@ 24" O.C. VERT. OR <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 />(6) 1/4"x31/4" 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 />`2 <br />SPACED EVENLY <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR �- <br />2x P.T. PLATE <br />ASSUMED FINISHED <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />GRADE <br />�„ <br />° ° ' ° <br />z <br />#3 & #4 LAP SPLICE <br />GRADE40 MIN. Fy=40ksi <br />z <br />D <br />M �-r•� ° P • <br />FINISH GRADE °° <br />2 <br />25" MIN. LAP [30" MIN. LAP] <br />[GRADE 60 MIN. Fy= 60ksi] <br />° D °� D — — _ _ — °O 6 MIL VAPOR BARRIEIR� � _ - <br />o � <br />_ ° ° �� T� #5 REINFORCING BAR R 1 7/8 —� <br />=1 I=1 I1=1 I1=1 1=1 I1=� N Z T #5 LAP SPLICE <br />p DD o I I I=1 I —I 11=1 I I —III —III- z I I ° 11=1��1 I T <br />I=1I1=1I1=1I1=1I1=1I1=11 � <br />g I= I = =1 I 1=1 1 =1 11- i�I I ° ° . I —I I 1 I 36" MIN. LAP [36" MIN. LAP] <br />—I-1 I-1 I-1 111 =1 1 1 T 950%IMODIFIE(COMPACTEDD PROCTOR ASTM <br />— _ _ <br />1 1=1 1=1 1=I 1=1=1 1=1 1=1 I D1557) <br />4 1-4 <br />FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0° S3 <br />SLAB INFORMATION. <br />6x6W1,4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min.) 4 <br />° ° �- GRADE <br />eo _ — _ — v • <br />rrr- <br />_ —_ — — _ — (1) 15 RE <br />BAR w/ OPT. <br />''-I I L—I 1 L-1 I — I — 1=111--SQREFN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3l4"=1'-0" S3 <br />- 'r. � • � rr ch <br />d - <br />: , 4 �` o0 <br />., � I�1 <br />I I I ITr <br />SEE A/S3 OR J/S6 �I I I I I Iml I[ I I i I IT <br />FOR REINF. INFO. 3"MIN. CLEARANCE <br />1'4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STOR ) <br />GARAGE DOOR SLAB RECESS J.1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />EXPANSION JOINT <br />SEE A/S3 OR J/S6 <br />FOR REINF. INFO. <br />BLOCK WALL BEYOND <br />O.H.D. RECESS <br />3" MIN. CLEARANCE <br />GARAGE DOOR SLAB RECESS J <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />2„ HOLD GYP. BD. <br />1/2" FROM SLAB <br />0 CONT. BEAD SEALAP <br />rffINTERIOR <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 S <br />_ m <br />bo l <br />€- <br />V­ <br />M 6 MIL VAPOR <br />BARRIER <br />NOTE: <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SIMPSON SP1 w/ <br />(10)10d NAILS <br />2x P.T. PLATE <br />SPACE ANCHOR <br />BOLTS 6" MAX FROM <br />w END OF 2" x PLATE <br />W <br />.III—III-1 I II a p . <br />a [=1T_I=III—III <br />g '1-1�1=f�1 I—����I D • <br />N ' <br />(2) #5 CONT.— <br />ON 3" CHAIRS <br />(1) ROW 2x BLOCKING @ MID HGT. <br />FOR WALL HGT.:- V-6". (2) ROWS <br />2x BLOCKING @ 3rd FITS FOR <br />WALL HGT. > V-6", <br />1/2" GYP. WB (MIN.) @ GARAGE <br />SIDE IF APPLICABLE. <br />5/8"DIA. EXPANSION BOLT @24 " O.C. <br />W/ 7" EMBEDMENT (MIN. SHEAR <br />3500#, MIN. TENSION 2600#) <br />E <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH r <br />�. I I IIIIIIII�hlll�� o <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 />rG <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 />° <br />AT 24" O.C. MAX. CONNECTION INFO; <br />SEE PLAN FOR <br />& LAYOUT DESIGN <br />° <br />— <br />TOP OF BEAM <br />_ - <br />L� r <br />(2) HTS20 <br />SEE ROOF PLAN <br />FOR STRUCTURAL <br />_I -- —�-�-�— ° a <br />°'T <br />BEAM SIZE & <br />I <br />CONNECTION INFO <br />a <br />M L <br />I I <br />2x4 #2 SYP P.T. FRAMING w/ =1 I , I ITI I I=I <br />MIN 7/16" O.S.B. SHEATHING SEE All �* r- 8" <br />z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 <br />w SCHEDULE <br />c ¢ SEE TYP. WALL SECTION FOR ADDITIONAL <br />w 6x6 P.T. #2 SYP SLAB INFORMATION <br />g <br />J <br />w <br />• <br />o <br />W <br />ABU66 <br />SLAB STEP & RECESS S.G.D. M <br />� <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 <br />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 />�. <br />W/ DRYWALL SCREWS @ 8"O.C. <br />ATTACHMENTS <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD <br />INSULATION PER CHART <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. r ' <br />ON FLOOR PLAN <br />SIZE VARIES PER PLAN <br />r0 <br />CONT. BEAD SEALANT <br />w/ MIN. (2) #5 VERTICALS <br />0 <br />GRADE a <br />FILLED SOLID (SEE PLAN FOR <br />1 = TIF:f:::l I 1= = a a _ <br />6 x 6 W1.4 x W1.4 `I <br />SIZE AND REINFORCEMENT) <br />J <br />= d ° •=1 1=1 1= =I' <br />I <br />T WWF OR FIBERMESH T <br />`" <br />BRICK PAVERS or SLAB PER <br />z F= w o—I <br />P- a w _ <br />p o <br />— — — — — w <br />z <br />—• • °• <br />° - <br />` <br />° <br />COMMUNITY SPECS <br />" ( <br />1—= — _ - " < <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG <br />SCALE: 3/4"=1'-0" <br />t , <br />• • <br />BEYOND <br />PAD REINFORCEMEN <br />r >�O��QQOO��O3" MIN. CLEARANCE <br />SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH <br />CONC. PAD INFO, SEE SCHEDULE <br />TAPERED. <br />",W <br />= O,G <br />F L <br />to <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 2017 <br />Florida Building Code - <br />Residential I 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 />fn <br />dW <br />E �00 <br />0p <br />O'DE R N ik <br />O OO m ip <br />U <br />J <br />M N ^ CIO LL <br />0 <br />M <br />�M� En -,* W <br />3 LL a <br />ai <br />,i N <br />Vl M S Ul N <br />Z <br />ZF <br />�rn� <br />Cx <br />� a� o � 0 <br />W <br />'m 0 1 ` m m <br />Earn Jo<a <br />m <br />Z <br />z <br />V N < O <br />N< M Z <br />W <br /><U F J <br />U ❑❑❑ <br />N <br />z o <br />N <br />z o � <br />J f7 <br />� N <br />U) <br />N <br />nz <br />� o <br />Q) <br />_ LL <br />4 <br />t6 <br />Vi Y <br />w g <br />o <br />C3 <br />m,.. <br />` s <br />— o g <br />J) <br />�Q <br />c <br />¢ o <br />o <br />w <br />M <br />M <br />z <br />a <br />Z <br />< <br />U_ <br />E <br />=o <br />o <br />>o <br />z® <br />Q U <br />FZ <br />oa <br />F� <br />. <br />O U <br />O <br />N <br />a z <br />ao <br />S <br />Z <br />i <br />¢o <br />¢w <br />mE <br />raz <br />Y <br />° <br />°, <br />Z <br />z <br />75 J <br />U <br />- <br />h <br />�� <br />Q <br />W �m <br />U) <br />z z <br />a <br />o_ 3 <br />U <br />LL <br />o <br />�_ <br />o <br />O <br />w <br />w <br />;o <br />a F <br />°U <br />z1% <br />�M <br />> M <br />J <br />LO <br />T <br />Q <br />C <br />•L <br />O <br />I"- <br />CC <br />2 <br />N <br />T <br />O <br />LO <br />J 04 <br />�•{� <br />04LO <br />_ <br />�, 04 <br />L / <br />w <br />O T <br />CM <br />o <br />@ <br />:3r <br />,; <br />z <br />z <br />E O <br />ca <br />a <br />E <br />U J <br />Q <br />c <br />JOB <br />NO: <br />20-2741 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />I -� i t- .- —Ili J1— -I III II I ill..l .,.:.hI.I. d�: alNlll!Ill] I It I 1 1 1 It I I�. <br />