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3 <br />Z <br />d <br />rh <br />N <br />O <br />Z. <br />J <br />O <br />N <br />x <br />M <br />N <br />O <br />0 <br />J <br />L0 <br />O <br />t <br />Cn <br />i <br />3 <br />a <br />N <br />N <br />I <br />E <br />E <br />0 <br />C <br />0 <br />N <br />LLZ <br />U <br />t% <br />N <br />i <br />U <br />a <br />z <br />N <br />0 <br />i <br />i <br />0 <br />L` <br />N <br />N <br />LM <br />0 <br />6 <br />a. <br />N <br />N <br />N <br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />TRUSS BOTTOM <br />5/8"OR 1/2"HIGH STRENGTH 0 CHORD OR 2x4 #2 SPF <br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) <br />EACH END (WHEN PARALLEL) <br />(U.N.O.) (OR %" GYP. TYPE ROOM <br />GARAGE W/A HABITABLE ROOM <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ <br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ <br />TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH <br />S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH <br />8"x8"x16" NOMINAL BLOCK WITH <br />STUD BELOW <br />TOP PLATE STUD BELOW <br />3/8" MORTAR BETWEEN COURSES <br />SIMPSON SP2 w/ <br />(1) ROW 2x BLOCKING @ MID <br />(12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. <br />SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. <br />(12)10d NAILS U.N.O. <br />_ J <br />@16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTSJ <br />16d TOENAILS T & B FOR WALL HGT. > 8'-6". <br />SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL <br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS <br />5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR <br />70/16" PLATE WASHER (TID <br />WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING <br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". <br />(ALT: 1/2"x12"TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-6". <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />APPLICABLE. <br />3/8" MORTAR BETWEEN <br />SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN <br />4" O.C. @ BOUNDARIES, 6" O.C. @ <br />EDGES, AND @ 12" O.C. @ FIELD <br />O.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN <br />@ 24" O.C.) <br />"SIMILAR <br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ,� <br />SLAB & BLOCK <br />IMPSON SP1 w/ (10)10d NAILS <br />AT FOUNDATION <br />SIMPSON SP1 w/ 10 10d NAILS <br />) <br />@ 6" MAX FROM END OF 2 x PLATE <br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ <br />IF NOTED, THIS REFERS T( <br />(1) LAYER TYPE II (#30) <br />(2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 <br />CHAIRS (TYP.) `' <br />`' <br />2"°x3/16" PLATE WASHER (TYP.) <br />(ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE <br />STEP, SIZE OF FOUNDATIO <br />REINFORCEMENT AND WILx P.T. BOTTOM PLATE <br />UNDERLAYMENT FOR ROOF <br />WWF OR FIBERMESH <br />ELEV. 0'-0" <br />OIL <br />OR 5/8"x10' WEDGE ANCHOR @ 24" <br />INCLUDE THE WALL <br />PITCH > 4:12 <br />` A.F.F. <br />O.C.) 2„ x 6 W1.4 x W1.4 <br />ATTACHMENTS -6 x 6 W1.4 x W1.4 <br />, ° <br />2 LAYERS TYPE I OR TYPE II <br />d <br />° ° • <br />WWF OR FIBERMESH <br />WWF OR FIBERMESH <br />(#15 OR #30) UNDERLAYMENT <br />FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. <br />• . .. D ° q <br />r <br />P Tr <br />° <br />a a <br />• ° ° ` ° ° " a ELEV. -0'-31/2" z <br />, ' ° as ° o ° ° ° ° ° ° A.F.F. p <br />31/2"MIN. <br />° <br />31/2" MIN. <br />' ° <br />REQUIREMENTS SEE R905. PRE ENGINEERED WOOD <br />_ <br />° . ° 2x4 CONT. a LL <br />° • ° a - <br />» <br />° ' — — 31/2 (min.)- 4 <br />° 1l2" min. 4" <br />TRUSS @ 24" O.C. U.N.O. <br />° ° 4 a CD <br />° ° ° •,' <br />12 HURRICANE ANCHOR @ EACH <br />T - - <br />° I I` ° ° ° <br />a <br />GARAGE DEPTH VARIES <br />1l " i . - <br />3 2 (m n 4 <br />"(min.); " _ <br />31/2 (min.) - 4 <br />�P') VARIES TRUSS (SEE UPLIFT SCHED.) W/ <br />8" - <br />• <br />- <br />_ <br />METAL PL. UNDER EA. TRUSS <br />° ° g <br />MOISTURE BARRIER <br />TYPICAL INTERIOR BEARINGU.N.O. <br />(2) #5 CONT. 4" TrF- 1'-4' 8" <br />#5 CONT. 4 -4 8 „ <br />INSU ION LE SHINGLE ROOF <br />WALL W/OUT UPLIFT KGG**�GARAGE <br />SLAB AT STEP rB'� <br />MIN.(2) <br />TYPICAL BEARING WALL STEP SHEARWALLrc,��TYPICAL <br />U.N.O. . <br />BEARING WALL @ STEPrCC <br />7/16" O.S.B. MIN. SEE ROOF <br />NAILING SCHEDULE ON SHT. <br />SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" JC3 <br />SCALE: 3/4"=1'-0" S3 <br />"SHEAR WALL" SCALE: 3/4"=1'-0" S3 <br />SCALE: 3/4"=1'-0" ��3� <br />ELEV. VARIES <br />FOR ADDITIONAL SLAB <br />- <br />INFORMATION. <br />5/8" OR 1/2" HIGH ALUMINUM DRIP <br />co��NJOJs�,� <br />STRENGTH CEILING EDGE <br />BOARD PER CODE (OR 5/8" ALUMINUM FASCIA <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />e cs �s� <br />GYP. TYPE "X" @ GARAGE <br />\12'N.O. <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />W/A HABITABLE ROOM 2x SUB FASCIA <br />2x S.P.F. STUDS @ 16" <br />O.C. <br />BOUNDARIES, 6"O/C EDGES, AND 12" 0/C FIELD. <br />ABOVE W/DRYWALL EE SOFFIT <br />" <br />2x STUD <br />� <br />SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16 0/C <br />JM <br />\ oos <br />SCREWS 7 O.C. <br />@ SHEET <br />LOAD BEARING OR <br />INSULATION PER FBC AND ENERGY <br />,�M�NN <br />\,/ cow <br />(1) ROW 2x BLOCKING @ MID HGT. <br />CEILING & 8" O.C. WALLS <br />EXTERIOR WALL <br />8 C.M.U. <br />" <br />FORM SUBMITTED WITH PERMIT <br />/' ` <br />() ROWS <br />NOTE: FOR WALL HGT. <_ 8'-6". 2 <br />8"x8"X16" KNOCK -OUT <br />INSULATION PER BLOCK W/ 1#5 CONT. <br />1"x P.T. STUD <br />(2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION <br />2x BLOCKING @ 3rd PTS FOR <br />SEE SECTION C/S3 FOR WALL HGT. > 8'-6". <br />CHART ON FLOOR FILLED SOLID W/GROUT <br />#5 VERT. IN FILLED CELL <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />ADDITIONAL INFORMATION <br />PLAN <br />SEE CC/S3 OR N <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />1/2" GYP. WB (MIN.) @GARAGE <br />1x2 P.T. HORIZONTAL <br />G/S3 FOR ANCHOR <br />"J" <br />5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />�° <br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />SIMPSON SP1 w/ SIDE IF APPLICABLE. <br />NAILER 8" C.M.U. TYPICAL <br />BOLT INFO. <br />5/8"x6" BOLTS BOLT <br />°� 24" O.C. VERT. OR <br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. <br />K.O. BLOCK <br />(10)10d NAILS <br />5/8"DIA. EXPANSION BOLT @24 " O.C. <br />STD. 90-HOOK (SEE DETAIL) <br />TYPE "S" MORTAR <br />(IF NO UP LIFT ON <br />WALL SEE GG/S3) <br />5/8" x 6" EPDXY BOLT OR <br />„ <br />MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />2x P.T. PLATE W/ 7" EMBEDMENT MIN. SHEAR <br />3500#, MIN. TENSION 2600# 5 <br />) <br />*SIMPSON SP1 <br />(6)1/4 x3114 TAPCONS <br />SPACED EVENLY <br />6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE <br />20" MIN. LAP [24" MIN. LAP] <br />#5 REINFORCING <br />SPACE ANCHOR E <br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 <br />w/ (10)10d NAILS Ct <br />2x P.T. PLATE <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR <br />�t <br />END OF 2" x PLATE WWF OR FIBERMESH r ° <br />ARCHITECTURAL <br />�'P T <br />ASSUMED FINISHED <br />^ <br />PER MFR INSTRUCTIONS <br />W <br />#3 OR #4 REINFORCING BAR U <br />FINISH <br />1x2 PT WD FURRING @ 24" O.C. <br />' ' <br />GRADE <br />° • z <br />#3 & #4 LAP SPLICE GRADE 40 MIN. Fy=40ksi a <br />• ° p _ _ <br />Z <br />(1) #5 VERT. IN FILL <br />MONO OR STEMWALL <br />_ <br />'- FINISH GRADE °O 2 <br />Cl) >- . <br />[GRADE 60 MIN. Fy= 60ksi] a <br />25" MIN. LAP [30" MIN. LAP] <br />— — D r q <br />•- <br />1/2" GYPSUM WALLBOARD <br />CELLS (SEE <br />FOOTING MONO SHOWN D <br />- <br />= <br />w <br />° <br />U.N.O. FOUNDATION PLAN <br />D <br />FOR CLARITY o <br />oO <br />6 MIL VAPOR BARRIER n ° °Q <br />e. r <br />LU <br />R 1 7/8 » co <br />-_ - <br />_ _ <br />FOR LOCATIONS) <br />D p D ° D <br />I=) =) =1 1= I= 1=i <br />- z <br />#5 REINFORCING BAR <br />_ r <br />1x4 P.T. BASE NAILER <br />D <br />I I= I —I I=1 I —I -III- z <br />' ' <br />#5 LAP SPLICE <br />(2) #5 CONT. - - <br />4"x4" INSPECTION <br />31/4" BASEBOARD PORT AT EACH <br />NOTE: D D <br />g <br />*FOR BEARING WALL <br />I —III —I -I I -III -I I I=� 1 2 <br />I I I=III—III—I 11=1 11=1 11- <br />I=1 � I=I � 1=1 � 1=I � I-) � I- i r <br />• <br />e <br />COMP. SOIL. COMPACTED TO <br />( <br />36"MIN. LAP [36" MIN. LAP]Ixx <br />» <br />ON 3 CHAIRS <br />8» 1 1.�» 8» <br />(TYP ) <br />FILLED CELL TYPICAL <br />W/ UPLIFT ONLY _ _ _ _ _ _ <br />- - - -__ ' <br />95% MODIFIED PROCTOR ASTM <br />BMW <br />10" <br />_ _ _ _ _--I <br />I 1=1 I <br />I ( it I I-' <br />MIN. 2500 PSI coNc. SLAB r, AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />III=1 I I=I I 1=1 I=III-1 I I=III=III=I 1=III=I I 1=III=i=III=1 <br />-� l I, ;III I I=1 I I=1 I I=1 (=I I=I I=1 =I 1=III=III=1 <br />D1557) <br />4" 114" <br />#6 REINFORCING BAR #5 STD. 90 HOOK <br />TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />i iI <br />-III-1 11.=III=„I I i 11= I <br />I I=I _ I I <br />#6 LAP SPLICE <br />TYPICAL INTERIOR BEARING <br />CURB DUE TOSLOPE <br />iI �I <br />CONCRETE SLAB W/6X6 a NOTE:EXTEND <br />FRAME WALL TO C.M.U. WALL CONNECTION <br />rD <br />TYPICAL EXTERIOR FRAME WALL FOOTING rE <br />REBAR DETAILS rF <br />WALL W/UPLIFT rG <br />W1.4XW1.4 WWF OR DECO FINISH 4" to 6" <br />"FIBERMESH" BELOW GRADE <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: <br />"_ .. <br />3/4 -1-0 <br />„_ ,. <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 <br />SCALE: N.T.S. S3 <br />SCALE: 3/4"=1'-0"SLAB <br />INFORMATION.�,2�3SLAB <br />INFORMATION. <br />� 1 <br />= Z <br />6x6W1.4xW1.4 <br />SEE PLAN <br />ES <br />11/2"RECESS FOR A [ 6x6W1.4xW1.4 <br />° <br />31/2" WWF OR FIBERMESH <br />FRAME -DOWN FALSE BEAM w/ (3) <br />SEE ROOF PLAN <br />WWF OR FIBERMESH <br />S.G.D. (U.N.O.)�7 1 <br />6 MIL VAPOR ► - - z <br />�r <br />min. 4" <br />10d NAILS TO TRUSS TOP CHORD <br />FOR TRUSS <br />BARRIER _ <br />e = <br />a v GRADE <br />° <br />AT 24" O.C. MAX. <br />SEE PLAN FOR <br />CONNECTION INFO <br />�T <br />= ° <br />• • - <br />COMP. SOIL. • <br />_ <br />°O - <br />TOP OF BEAM <br />& LAYOUT DESIGN <br />• . <br />(COMPACTED TO 95% <br />° 1 #5 REBAR w/ OPT. <br />SEE ROOF PLAN <br />_ <br />A A a N � <br />= °: a c) <br />PM <br />MODIFIED PROCTOR <br />_ <br />_ _() <br />- S E IN NCLOSURE <br />(2) HTS20 <br />FOR STRUCTURAL <br />.t <br />_ a " c <br />ASTM D1557) <br />T m <br />- <br />BEAM SIZE & <br />4 <br />CV � <br />3" MIN. CLR. <br />(2) #5 REBAR CONT. 1'-4" (1 STORY) <br />Y) <br />4� <br />CONNECTION INFO <br />�, ° � � � <br />ON 3" CHAIRS TYP. STD. 90 NOOK (SEE <br />4" 1'-8" (2 STORY) DETAIL) <br />MIN. <br />2x4 P.T. <br />I i <br />U.N.O. <br />PLATE <br />i 2x4 #2 SYP P.T. FRAMING w/ <br />TYPICAL WALL SECTIONTYPICAL <br />rA <br />THICKENED SLAB EDGE L <br />7ns <br />o.s.B. <br />» <br />MIN 7/16 O.S.B. SHEATHING <br />Z ATTACHED PER NAILING <br />SEE A/S3/J/S6 » <br />8 <br />FOR REINF. INFO. <br />SCALE: 3/4" =1'-0" S3 <br />SCALE: 3/4"=V-0" S3 <br />w <br />0 SCHEDULE <br />> <br />OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />1/2" GYP. BD. <br />COLUMN LOCATION > <br />P.T. 2x <br />w 6x6 P.T. #2 SYP <br />SLAB INFORMATION. <br />„ HOLD GYP. BD. <br />w <br />1/2" FROM SLAB <br />W ABU66 <br />SLAB STEP & RECESS S.G.D. rM <br />0'-0» J CONT. BEAD SEALANT <br />SCALE: 3/4 -1-0 <br />"- , " ��3� <br />OPT: DEPRESS SLAB 5 Y2" <br />DEEP AND 6" BEYOND <br />. a <br />DOOR TO RECEIVE BLOCK WALL BEYOND <br />BLOCK WALL BEYOND <br />• <br />• : : INTERIOR 2X STUDS @ 24" O.C. U.N.O. <br />SECURE 2x4 P.T. BTM. PLATE <br />MASONRY WALL AND <br />PAVERS /DRIVEWAY <br />EXPANSION JOINT .. <br />°' ' a.. 31/2" <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' c <br />O.H.D. RECESS <br />•' GARAGE <br />ATTACHMENTS & 18/D1 <br />O'C' <br />PAD FOOTING <br />PAVERS z <br />•' <br />CONCRETE NAILS W 1 1/2 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 />•.." <br />W/ DRYWALL SCREWS 8"O.C. <br />EMBEDMENT @ 12" O.C. @ <br />TO FOUNDATION PAD _ <br />'. " <br />• • " . ` ' .. <br />`''•' <br />STAGGERED, FROM BOTTOM INSULATION PER CHART <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. <br />• <br />M ti• .:• <br />,. <br />PLATE TO CONCRETE ON FLOOR PLAN <br />SIZE VARIES PER PLAN <br />.- <br />.;. �. • a <br />" <br />_ <br />'� <br />_ <br />(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT <br />w! MIN. 2 #5 VERTICALS <br />( ) <br />oo z GRADE a ° -1 ) <br />" <br />�. :. 4 °Q <br />_ ;. �.� .'. 4" oo <br />TENSION 120#) CONCRETE SLAB <br />c� <br />FILLED SOLID (SEE PLAN FOR <br />- -_ _ _ ° d <br />T <br />N <br />°' <br />SIZE AND REINFORCEMENT) <br />c� = ° °• I= I=11 I=111= I' <br />+.:. •, •;: ' <br />— •� <br />:y• .�,.:: - - <br />'' WW OR FIBERMESH M <br />�= a w <br />ZO w W I—III=1 III—III=1 I I=1 l i <br />;- . - <br />:' • _� <br />-_ a <br />'° ° <br />BRICK PAVERS or SLAB PER <br />Z <br />O o v =1 I I=1 ! • ° a -_ -_ = Z <br />SEE A/S3 OR J/S6 _ <br />SEE A/S3 OR J/S6 - <br />_ _ <br />M 6 MIL VAPOR T- - <br />- - - <br />0-0 FIN. FLR. <br />" <br />COMMUNITY SPECS <br />� <br />I �=i = =I I=III=1 I I III=III-= <br />III-III-III=l I I —I I III=III=1 FOOTING <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />BARRIER - I _ <br />I I-' <br />II.;III—III—III=III ..III -III=' BEYOND <br />1' " (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />V-4" (1 ST RY) <br />ti .r. • • °; . •: <br />,II <br />PAD REINFORCEMENT -� �-III-� I-' - 3" MIN. CLEARANCE <br />1' 8" (2 STOR) <br />V-8" (2 ST RY) <br />4" 4" <br />~••y : A. :• • '• SEE FOUNDATION <br />(SEE SCHEDULE) FOOTING WIDTH <br />• .... •�. CONC. PAD INFO. <br />SEE SCHEDULE <br />GARAGE DOOR SLAB RECESS �.� <br />GARAGE DOOR SLAB RECESS <br />INTERIOR WALL SLAB STEP NON-BRG. K <br />TAPERED <br />COLUMN FRAMING CD12 <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. S3 <br />SCALE: 3/4"=1'-0" <br />S3 <br />SCALE: 314'=1'4 <br />SCALE: N.T.S. �S3 <br />ADDITIONAL INFORMATION. <br />ADDITIONAL INFORMATION. <br />N, <br />�o w <br />� <br />CO '• <br /><1' � d <br />C�� <br />J •' uE; <br />S,Oa\ <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 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W E ttpp ��pp Qp <br />Q 0 0 8 N N# <br />w J J <br />V m N h N�� LL LL <br />0! �L—L LLLLaa <br />rp th W N j <br />Q � mLL a s Y <br />Z °'w° <br />13 <br />r r-(D Q� as OO <br />W A 0r�� Q <br />2E0'°'�o0-2 <br />W <br />7• Ln <br />NMZIL U J <br />a <br />z ° L) 0000 <br />W <br />Z" <br />JM <br />d N <br />4-J22 <br />_ W <br />< <br />0Lu <br />c <br />U <br />� <br />_ <br />cQ <br />sW <br />M <br />nor <br />Z <br />� <br />ao <br />aR <br />30 <br />Q <br />E <br />E U <br />_CLozo <br />a <br />m <br />C)l <br />E <br />�o <br />Z <br />N <br />� <br />wg <br />wZ <br />w� <br />• ro <br />C <br />o o <br />z <br />Z <br />�Z <br />o <br />O <br />o <br />NZ <br />=� <br />S2 <br />0 04 <br />= <br />o� <br />IL <br />• <br />CM <br />.> <br />CA <br />cc <br />J <br />O <br />C m <br />CO <br />C� <br />T— <br />C) <br />2 T n <br />CO N <br />Ln <br />r <br />000 <br />r <br />� <br />r <br />E <br />Z t:h <br />CN H <br />o <br />z <br />z <br />r_ <br />O dc <br />a <br />U _j Q p <br />JOB <br />NO: 20-0561 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />