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v <br />3 <br />0 <br />cn� <br />C) <br />0 <br />I <br />0 <br />0 <br />0 <br />CM <br />rn <br />0 <br />I <br />N <br />0 <br />0 <br />0 <br />I <br />0 <br />J <br />rn <br />0 <br />I <br />0 <br />I <br />v <br />cn� <br />.n <br />/ <br />o, <br />C <br />a <br />N <br />0 <br />i <br />v <br />a <br />E <br />N <br />E <br />O <br />0 <br />v <br />a <br />C <br />9 <br />LZ <br />GJ <br />U <br />v <br />U <br />U <br />0 <br />i <br />0 <br />U <br />J <br />17 <br />N <br />N <br />00 <br />0 <br />0 <br />a. <br />N <br />0 <br />Go <br />45 <br />m <br />v <br />FOR UNDERLAYMENT <br />2x #2 SPF STUDS _\:E� <br />@16" O.C. W/ (2) <br />16d TOENAILS T & B <br />V <br />f <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.11) <br />REQUIREMENTS SEE R905.1.1 <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />PRE ENGINEERED WOOD <br />APPLICABLE. <br />TRUSS @ 24" O.C. U.N.O. <br />2x P.T. PLATE <br />1/4" DIA, X 3 1/4" TAPCONS @ 24" O/C & <br />ROOF FLASHING AND ROOF FLASHING <br />HURRICANE ANCHOR @ EACH <br />@ 6" MAX FROM END OF 2 x PLATE N <br />COMPONENTS TO BE IN ACCORDANCE <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />(2) #5 CONT. ON 3" <br />6 x 6 W1.4 x W1.4 T <br />w/ R903.2, FLORIDA BUILDING CODE <br />METAL PL. UNDER EA. TRUSS <br />(TYP.)4111-- <br />CHAIRS TYP. <br />M <br />WWF OR FIBERMESH <br />7TH EDITION (2020) RESIDENTIAL <br />MOISTURE BARRIER <br />D <br />A <br />SHINGLE ROOF, SHINGLES TO <br />a ' <br />BE IN ACCORDANCE w/ ASTM <br />D7158-CLASS G or H, or ASTM <br />IiI I —III I I D <br />III —I ID3161-CLASS <br />/1161ir <br />=- <br />F, IN <br />' I-1 I <br />- <br />12 <br />ACCORDANCE w/ TABLE <br />-J <br />"I=1 I—III=1 1=1 1=1 1=1 11=1 I=1 11=1 1=� <br />(TYP.) VARIES <br />R905.2.6.1, FLORIDA BUILDING <br />'-III III=) I I=1 f =1 <br />-III„ <br />I I III -III I I -I I' <br />CODE 7TH EDITION (2020) <br />11111111111�1111111g111�l111=11'' <br />8 <br />RESIDENTIAL <br />ROOF SHEATHING - SEE <br />INSULA ION LE <br />SCHEDULE - [RSH] - ON <br />TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <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 I <br />INSULATION PER <br />CHART ON FLOOR / <br />PLAN �// <br />1x2 P.T. HORIZONTAL <br />NAILER <br />STD. 90-HOOK (SEE DETAIL <br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT f GG <br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" k S3 <br />-ALUMINUM DRIP <br />EDGE <br />ALUMINUM FASCIA <br />-2x SUB FASCIA <br />-SEE STRUCTURAL <br />SOFFIT SHEET SS <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 />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 />co <br />AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />CO <br />TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 <br />11' <br />°- <br />NOTE:EXTEND <br />WWF OR <br />DECO FINISH 4" to 6" <br />^FIBERMESH" <br />IBERME <br />BELOW GRADE <br />00 <br />1- <br />6 MIL VAPOR <br />TI <br />D <br />_1= Z <br />- <br />BARRIER <br />I <br />I <br />, D I <br />III <br />I I <br />I <br />COMP. SOIL. <br />(COMPACTED TO 95% <br />Ell <br />I =1 I I=1 <br />I <br />11= <br />MODIFIED PROCTOR <br />I I I <br />111 : 1=1 <br />I I -I I <br />III <br />ASTM D1557) <br />3" MIN. <br />CLR. <br />(2) #5 REBAR CONT. <br />ON 3" CHAIRS TYP. <br />1'-4" (1 STORY) <br />STD. 90 HOOK (SEE <br />U.N.O. <br />4" <br />V-8" (2 STORY) <br />DETAIL) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" = 1'-0" <br />S3 <br />OPT: DEPRESS SLAB 5)/2" <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 />a. <br />.ITI-1 <br />SEEA/S3ORJ/S6-�1L1111II�III„ <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STOW') <br />GARAGE DOOR SLAB RECESS J 1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />I I <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=V-0" <br />2x <br />S.P.F. <br />STUDS <br />@ 16" <br />O.C. <br />LOAD BEARING OR <br />2x STUD <br />EXTERIOR WALL <br />8" C.M.U. <br />I <br />1"x P.T. STUD <br />SEE CC/S3 OR <br />N <br />#5 VERT. IN FILLED CELL <br />G/S3 FOR ANCHOR <br />BOLT INFO. <br />I <br />I <br />(IF NO UP LIFT ON <br />I <br />WALL SEE GG/S3) <br />*SIMPSON SP1 <br />I <br />I <br />w/ (10) 10d NAILS �, <br />TYP. 2x P.T. PLATE <br />ASSUMED FINISHED <br />I <br />GRADE <br />MONO OR STEMWALL z <br />FOOTING MONO SHOWN <br />00 <br />FOR CLARITY - <br />- I I <br />a — z <br />�u: ail ;I <br />NOTE: j <br />*FOR BEARING WALL <br />W/ UPLIFT ONLY -- <br />I <br />i <br />I I <br />= II <br />- _ <br />FRAME WALL T A 0 C.M.U. WALL CONNECTION rD� <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min.) 4" <br />° ° it GRADE <br />00 = F_I I FEI I _I I I_l I 1=1= a - <br />. <br />- - -III -(1) #5 REBAR w/ OPT. <br />' 1=111=III =1 11= 11= 11=1 11= 1 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 O.H.D. RECESS <br />A M ' <br />C'\1 ° <br />°• r <br />-11 IIIIIIII •'.: ;. I 60 <br />I�.I I II I II I , I' 4111� r <br />=1 I k <br />1'II111- I n � .. IIIIIIII <br />SEE A/S3 OR J/S6 <br />FOR REINF. INFO. <br />3" MIN. CLEARANCE <br />1'-4" (1 ST RY) <br />1'-8" (2 ST 9RY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <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 />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />1 Y-0" (R302.11) <br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" <br />PLATE WASHER TYPICAL <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />6 x 6 W1.4 x W1.4 WWF OR <br />FIBERMESH <br />c <br />E D <br />D <br />—T= <br />6 MIL VAPOR BARRIER <br />I D <br />'lllllll • <br />e. <br />I I I I I I I I <br />I I I I I I I I <br />I I I I I I I I <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 e „ 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 />(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 />ZZT J zz J1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. <br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS <br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1U-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.)I <br />NOT EXCEEDING 10'-0" (R302.11) <br />INDICATED ON THE PLAN. ATTACH (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 ANCHOINSULATION PER CHART ON FLOOR PLAN <br />MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) <br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY <br />IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THESIMPSON SP1 w/ (10)10d NAILS <br />r STEP, SIZE OF FOUNDATION AN <br />"? ELEV. U-0" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT2x P.T. BOTTOM PLATE <br />A.F.F. x 6 W1.4 x W1.4 INCLUDE THE WALL 6x6W1.4 x W1.4 <br />2WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH <br />ELEV. -0'-3 1/2" 31/2"MIN. 3 1/2"MIN. <br />A.F.F. <br />2x4 CONT. n " _ <br />t o - b ° 31/2"(min.)-4" q� _-IiT=1I_Irr'' 1/2"(min.)-4, <br />I C14— — D ° =1 II I F.Tr I� ' — — — <br />GARAGE DEPTH VARIES " 31/2"(min. - 4" T I =1 I I I , I I- 31/2"(min.) - 4" =1 � 1=11 I - _ : �� 1 T- <br />-I 11= —I I <br />— =II ,;,III_,llll_,IIIhI .rill-'' <br />(2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. <br />U.N.O. MIN. �'� U.N.O. MIN. <br />TYPICAL BEARING WALL (@ STEP (@ SHEARWALL C TYPICAL BEARING WALL @STEPrcC <br />WALL" SCALE: 3/4"=V-0" <br />SEGUP� <br />�\Eo <br />2x STUDS @ 16" O/C <br />INSULATION PER FBC AND ENERGY <br />FORM SUBMITTED WITH PERMIT <br />/' <br />\ <br />APPLICATION <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />3RD LAYER 1/8" THICK. <br />@ K.O. BLOCK <br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />2X PT PLATE <br />" " 20MIN. LAP 124MIN. LAP] <br />#5 REINFORCING <br />WEEP SCREED INSTALLEDJ. <br />BAR —� <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />z_ <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. Fy= 40ksi <br />FINISH GRADE °O <br />25" MIN. LAP [30"MIN. LAP] <br />[GRADE 60 MIN. Fy= 60ksi] <br />T <br />#5 REINFORCING BAR <br />R 17/8" —� <br />IITII III III I F-N <br />z <br />#5 LAP SPLICE <br />COMP. SOIL. (COMPACTED TO <br />95% MODIFIED PROCTOR ASTM <br />D1557) 11f III,;,IIITIIII�II tI�II,1T1=1 <br />4" 1'-4" <br />TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />P.T, 2x 1/2" GYP. BD. <br />2HOLD GYP. BD. <br />" � <br />1/2" FROM SLAB <br />-1ln _n J CONT. BEAD SEAL4 <br />INTERIOR <br />-3 1/2" <br />aA . <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 />E: <br />M 6 MIL VAPOR - -�� <br />BARRIERI <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG <br />SCALE: 3/4"=V-0" <br />-2X STUDS @ 24" O.C. U.N.O. <br />GARAGE <br />�1/2" GYPSUM WALLBOARD U.N.O. <br />W/ DRYWALL SCREWS @ 8"O.C. <br />-INSULATION PER CHART <br />ON FLOOR PLAN <br />CONT. BEAD SEALANT <br />E <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH co <br />. A . -I t <br />K <br />S3 <br />V <br />REBAR DETAILS F <br />SCALE: N.T.S. 13 <br />SCALE: 3/4"=V-0" <br />NOTE: <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SIMPSON SP1 w/ (10) <br />10d NAILS <br />2x P.T. PLATE <br />SPACE ANCHOR <br />a BOLTS 6" MAX FROM <br />o END OF 2" x PLATE <br />W D <br />LU <br />co <br />U <br />g I-1_TI=III—III <br />- <br />'' -III-III ITI-I ° <br />(2) #5 CONT. =11 ICI I I <br />ON 3' CHAIRS <br />8" 11 <br />(TYP.) 8" <br />S3 <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 />D I —III—III=1 �f- <br />III III=T=III—' r <br />8" <br />TYPICAL INTERIOR BEARING <br />WALL w/ UPLIFT G <br />SCALE: 3/4"=V-0" S3 <br />VARIES <br />SEE PLAN <br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN <br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS <br />AT 24" O.C. MAX. CONNECTION INFO <br />1 1/2 RECESS FOR <br />S.G.D. (U.N.O.) <br />6 x 6 W IA x vv IA <br />WWF OR FIBERMESH <br />�d ° <br />SEE PLAN FOR <br />• <br />TOP OF BEAM &LAYOUT DESIGN <br />a - --� <br />° <br />SEE ROOF PLAN <br />FOR STRUCTURALr <br />- - - - a, : °00 <br />(2) HTS20 <br />BEAM SIZE & <br />CONNECTION INFO <br />M <br />2x4 P.T. <br />PLATE <br />a 7/16" <br />O.S.B. <br />COLUMN LOCATION <br />2x4 #2 SYP P.T. FRAMING w/ <br />TIf" <br />-MIN <br />7/16" O.S.B. SHEATHING <br />SEE A/S3/J/S6 <br />z <br />ATTACHED PER NAILING <br />FOR REINF. INFO. <br />OPTION #1 <br />w <br />SCHEDULE <br />a <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />J <br />SEE PLAN FOR STRUCTURAL <br />SLAB INFORMATION. <br />w <br />COLUMN SIZE AND BASE <br />o <br />w <br />CONNECTION INFO. <br />SLAB STEP & RECESS S.G.D. M <br />SCALE:3/4"=1'-0" S3 <br />SECURE 2 4 P T BTM PLATE <br />SEE DETAIL 16/D1 FOR <br />A <br />w/ 1/4"x3" TAPCONS <br />COLUMN TO PORCH SILL <br />AT 8" O.C. <br />MASONRY WALL AND <br />ATTACHMENTS & 18/D1 <br />PAD FOOTING <br />I <br />I <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />8" MASONRY WALL <br />ATTACHMENTS <br />EXTEND FILL CELLS c <br />TO FOUNDATION PAD d <br />z <br />IL <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />I <br />I <br />MAT REINFORCING. <br />w <br />SIZE VARIES PER PLAN <br />Cl) <br />a <br />j <br />w/ MIN. (2) #5 VERTICALS <br />00 z <br />GRADE <br />FILLED SOLID (SEE PLAN FOR <br />�_==Z. <br />L" <br />w <br />SIZE AND REINFORCEMENT) <br />= <br />_ <br />-I w <br />-_III U <br />BRICK PAVERS or SLAB PER <br />Owcwn� <br />O o = <br />• a <br />• • <br />- z_ <br />0-0 FIN. FLR. <br />COMMUNITY SPECS <br />ILL.- <br />_ <br />" <br />a <br />LU <br />1 <br />SBEYOND <br />PAD REINFORCEMENT—/ <br />rprpp� � irrrrrrrr CLEARANCE <br />A.4r i i\�% �\SEE FOUNDATION(SEE SCHEDULE) • • <br />\\\\CONC. PAD SCHEDULE <br />TAPERED COLUMN FRA INGKCD12 PATIO COLUMN FTG. DETAIL � �N <br />e� <br />d -r� <br />9 W <br />0 <br />N <br />COP <br />'. CL <br />_.. �. F_ C <br />,p <br />_ c' • 3 es <br />,ff <br />CC v <br />�._Wd <br />= E <br />as n <br />o g <br />��®� �4c,� <br />SStQ <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 <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W E <br />0 <br />a <br />0 <br />CO a) n <br />0 °' <br />F0Nf <br />N rn l0r-0 <br />N v 252S$ <br />rNi <br />M LL 5 LL <br />_j 5 a <br />°' aw U) <br />z m _ <br />y 5 o <br />L-o <br />o <br />Co " `° 0 <br />W <br />og <br />W U5 °' m w <br />LL z L0 N Z Q J <br />;n (V <br />U 3 o <br />z <br />W <br />z N M <br />00 <br />m N <br />z o <br />a <br />J <br />� LI) <br />N <br />a� <br />N z <br />CD o <br />(10 LU <br />U m <br />0 w o <br />to F- <br />U) <br />wra <br />C3 <br />r - — E <br />mapW J <br />I <br />L Q <br />I U <br />) <br />C <br />Q N M <br />C> <br />o <br />w <br />M <br />M <br />o <br />0� <br />z <br />LL_ <br />C6CD- E <br />E <br />oo <br />wz <br />Q� <br />z© <br />0 a <br />o <br />wz <br />wz <br />w <br />� <br /><o <br />m0 <br />o <br />U) <br />0r <br />U <br />°LL <br />Z <br /><w <br />p Q <br />K <br />a O <br />0- <br />U <br />%0 <br />W <br />, <br />� <br />aLL <br />=� <br />0z <br />0 <br />a z <br />03 <br />a <br />o � <br />.N <br />N M <br />~ <br />a� <br />m <br />co <br />0. <br />o <br />0 <br />_ <br />0 <br />=3 O a <br />r <br />07 <br />cfl <br />O <br />O <br />cfl <br />m Q <br />Q <br />O 00 N <br />LO <br />o <br />N <br />� <br />r p Lo <br />LM <br />E <br />n 00 <br />z <br />co <br />Z <br />E CO <br />ca a <br />U _j Q p <br />JOB <br />NO : 22-09474-09471 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3M <br />T—T :I _TF n n. _ h. i <br />