Laserfiche WebLink
v+ <br />W <br />I <br />N <br />M <br />N <br />I <br />v <br />V) <br />0 <br />a <br />0 <br />M <br />0 <br />co <br />0 <br />I <br />N <br />i <br />N <br />0 <br />LO <br />CR <br />v <br />cn� <br />a <br />N <br />0 <br />i <br />E <br />E <br />0 <br />15 <br />i <br />0 <br />r7 <br />CN <br />LO <br />0 <br />LO <br />45 <br />0 <br />L <br />Cif <br />w <br />m <br />v <br />N <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 />INS <br />5/8" OR 1/2" HIGH ---- <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 BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS _\ <br />INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) <br />5z! <br />10'4" (R302.11) <br />FOR UNDERLAYMENT <br />16d TOENAILS T & B <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 />HURRICANE ANCHOR @ EACH <br />@ 6" MAX FROM END OF 2 x PLATE <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />(2) #5 CONT. ON 3" <br />6 x 6 W1.4 x W1.4 r <br />METAL PL. UNDER EA. TRUSS <br />CHAIRS (TYP.) <br />WWF OR FIBERMESH Cl) <br />MOISTURE BARRIER <br />D <br />e <br />SHINGLE ROOF, SHINGLES TO <br />BE IN ACCORDANCE w/ ASTM <br />'III=1 1=� 1=1 <br />I. I I I —III —III <br />m D <br />I <br />D <br />I=1 <br />11=1 I I=) 1=1 I 9_ <br />I I —III <br />D7158-CLASS G or H, or ASTM <br />i <br />I-1 11=1 I I —III <br />—I D <br />I I —I <br />1=—LI f--I 11-1 <br />D3161-CLASS F, IN <br />ACCORDANCE w/ TABLE <br />'—III—I <br />I I-1 I =1 I I=1 I <br />—I 11=1 11=I <br />11=I 1=_I I' <br />R905.2.6.1, FLORIDA BUILDING <br />—III <br />III-1 I I=1 I I —III <br />I II I II <br />I I I=1 11 <br />I II <br />I I I —I I <br />I I=111. <br />CODE 7TH EDITION (2020) <br />8 -I <br />�, II II <br />II <br />�I <br />RESIDENTIAL <br />ROOF SHEATHING -SEE <br />SCHEDULE - [RSH] - ON <br />TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS <br />WALL w/ OUT UPLIFT <br />rG G <br />ELEV. VARIES <br />SEE TYP. WALL SECTION <br />SCALE: 3/4"=V-0" 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.—i <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 />M <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 />w <br />�_- <br />NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />"FIBERMESH" <br />DECO FINISH 4" to 6" <br />BELOW GRADE <br />00 <br />D <br />6 MIL VAPOR -/ <br />I <br />D <br />—I <br />I=- Z <br />BARRIER <br />III <br />C r 4 <br />COMP. SOIL. <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR :7 <br />�— <br />ASTM D1557) <br />3" MIN. <br />CLR. <br />(2) #5 REBAR CONT. <br />ON 3" CHAIRS TYP. <br />V-4" (1 STORY) <br />STD. 90 HOOK (SEE <br />U.N.O. <br />4" <br />1'-8" (2 STORY) <br />DETAIL) <br />TYPICAL WALL SECTION <br />KA <br />SCALE: 3/4" = 1'-0" <br />S3 <br />OPT: DEPRESS SLAB 5/1/2" <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 />Cl) <br />•_�_ _ <br />d. CO <br />IIIII�I� <br />SEE A/S3 0R J/S6 —�ILI I I l Il i i1 R, 91, III 11 <br />FOR REINF. INFO. L 3" MIN. CLEARANCE <br />1' 4" (1 STOR)') / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STORY) <br />GARAGE DOOR SLAB RECESS J.1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=V-0" <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 />7/r <br />_,v/r <br />5/8"OR 1/2" HIGH STRENGTH <br />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 %" GYP. TYPE "X" @ <br />BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS <br />a „ <br />(OR / GYP. TYPE @ <br />BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM <br />EACH END (WHEN PARALLEL) <br />.) <br />GARAGE <br />GARAGE W/A HABITABLE ROOM <br />EACH END (WHEN PARALLEL) <br />ABOVE) <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />ABOVE) <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE <br />CONNECTIONS. <br />CONNECTIONS. <br />TOP PLATE <br />S.P.F. DOUBLE <br />TOP PLATE <br />SIMPSON SP2 w/ <br />(12) 10d NAILS <br />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 />1/2" CDX PLYWOOD OR 7/16" O.S.B. <br />(12) 10d NAILS <br />U.N.O. <br />SHEATHING REQ'D. FOR ALL <br />2x BLOCKING HORIZONTALLY@ INTERVALS <br />5/8"° x 10" "J" BOLT @ 24" O.C. w/ <br />2x BLOCKING HORIZONTALLY@ INTERVALS <br />EXTERIOR OR SHEAR WALLS AS <br />NOT EXCEEDING 10'-0" (R302.11) <br />2"°x3/16" PLATE WASHER (TYP.) <br />NOT EXCEEDING 10'-0" (R302.11) <br />INDICATED ON THE PLAN. ATTACH <br />(ALT: 1/2"xl2" TITEN HD @ 24" <br />SHEATHING W/ 8d COMMON NAILS @ <br />4" O.C. @ BOUNDARIES, 6" O.C. @ <br />INSULATION PER CHART ON FLOOR PLAN <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />@ 24" O.C.) <br />INSULATION PER CHART ON FLOOR PLAN <br />3/8" MORTAR BETWEEN <br />EDGES, AND @ 12" O.C. @ FIELD <br />SLAB & BLOCK <br />"SIMILAR AT FOUNDATION ONLY" <br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ <br />IMPSON SP1 w/ (10)10d NAILS <br />IF NOTED, THIS REFERS TO THE <br />SIMPSON SP1 w/ (10)10d NAILS <br />2"°0/16" PLATE WASHER (TYP.) <br />STEP, SIZE OF FOUNDATION AND <br />ELEV. 0'-0" <br />A.F.F. <br />(ALT: 1/2"x12" TITEN HD @ 24" <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />2 <br />2x P.T. BOTTOM PLATE <br />x 6 W1.4 x W1.4 <br />REINFORCEMENT AND WILL NOT <br />INCLUDE THE WALL / <br />2" <br />2x P.T. BOTTOM PLATE <br />6 x 6 W1.4 x W1.4 <br />� <br />@ 24" O.C,) <br />WWF OR FIBERMESH <br />ATTACHMENTS <br />WWF OR FIBERMESH <br />ELEV. 4-31/2" z �31/2"MIN. �31/2"MIN. <br />A.F.F. p <br />LL <br />C14 <br />o min.)- 4" <br />- m—n_-4"00 oo 11=111I31/2"(.) 1 <br />1 <br />—1 I I-11 I_ I fi=1 I T—T I I I=1 I I T" '` 11T=ITI 1T1=—ITI=) I f-1 I I I I I=1 I f 'r <br />(2)#5CONT. 11 <br />(2) #5 CONT. i� <br />4" 1'-4" 8" 4 <br />U.N.O. MIN. U.N.O. MIN. <br />TYPICAL BEARING WALL @ STEP (@ SHEARWALL �C� TYPICAL BEARING WALL @ STEP <br />"SHEAR WALL" SCALE: 3/4"=V-0" <br />coy" � L-4 <br />PCS' <br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C <br />LOAD BEARING OR INSULATION PER FBC AND ENERGY <br />EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ <br />1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION <br />INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />#5 VERT. IN FILLED CELL 1U-0" (R302.11) <br />SEE CC/S3 OR tt LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />G/S3 FOR ANCHOR "° METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL <br />BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2X 3/16" 3RD LAYER 1/8" THICK. @ K.O. BLOCK <br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL <br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD <br />*SIMPSON SP1 (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] <br />SPACED EVENLY 2X PT PLATE #5 REINFORCING <br />w/ 10 10d NAILS - FIBERMESH BAR <br />( ) 2x P.T. PLATE WEEP SCREED INSTALLED —�� <br />TYP. PER MFR INSTRUCTIONS <br />ASSUMED FINISHED E #3 OR #4 REINFORCING BAR <br />: D GRADE 40 MIN. F - 40ksi <br />GRADE r d ? D ' ° D w z #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= 60ksi] <br />MONO OR STEMWALL z M — — — D D. FINISH GRADE 2 25" MIN. LAP [30" MIN. LAP) <br />FOOTING MONO SHOWN I2 J FOR CLARITY O° 6 MIL VAPOR BARRIER i I I I III P D ° 1=1 I1—I I =1I1=_ °° <br />I1=III— #5 REINFORCING BAR R 1 7/8 <br />z I I I I o -1T=� � Il �l i ll l li T T #5 LAP SPLICE <br />NOTE: III I I e. 11= 1I I I I I *FOR BEARING WALL r COMP. SOIL. (COMPACTED TO — — <br />N 95% MODIFIED PROCTOR ASTM III <br />W/ UPLIFT ONLY <br />-III III —III —I I�T� l�—I fT <br />D1557)�- <br />4" 11_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 />3 112" WWF OR FIBERMESH <br />min.) 4 <br />° ° cY GRADE <br />00 — — — — — a • <br />=(1) #5 REBAR w/ OPT. <br />11=1 11=1 11= I= I 1=1 I I— 11=SGRE.EN 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 />(\ d • . . <br />I� i <br />- <br />d I 0? <br />I�I � I=1 I � � ♦ .. 1= 4 I 1= - <br />�I I II I II I <br />IIIIII I d . � .. III <br />SEE A/S3 OR J/S6 J -I I lI 1 1 1 ll i ,,III74 I, l r <br />FOR REINF. INFO. L3" MIN. CLEARANCE <br />V-4" (1 STORY) <br />V-8" (2 STORY) <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"=1'-0" <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />211 HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-0" CONT. BEAD SEALA� <br />< d .. Q <br />INTERIOR <br />N � <br />co CONCRETE NAILS W 1 1/2' <br />J EMBEDMENT @ 12" O.C. <br />STAGGERED, FROM BOTTOM <br />PLATE TO CONCRETE <br />(MIN. SHEAR 180# MIN. <br />TENSION 120#) CONCRETE <br />_ .m <br />00 <br />I— <br />M 6 MIL VAPOR <br />BARRIER <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 />6x6W1.4xW1.4 `I <br />T WWF OR FIBERMESH J. C0 <br />C <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. K. <br />SCALE:3/4"=V-0" ��S'l <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 />BOLTS 6" MAX FROM <br />o END OF 2" x PLATE <br />"•I D <br />U 7� <br />a <br />T-III-11 III —I ° <br />10 <br />#6 REINFORCING BAR #5 STD. 90 HOOK <br />#6 LAP SPLICE <br />REBAR DETAILS rF_�� <br />SCALE: N.T.S. �S3 <br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN <br />SEE ROOF PLAN <br />10d NAILS TO TRUSS TOP CHORD <br />FOR TRUSS <br />AT 24" O.C. MAX. <br />SEE PLAN FOR CONNECTION INFO <br />TOP OF BEAM &LAYOUT DESIGN <br />SEE ROOF PLAN <br />(2) HTS20 FOR STRUCTURAL <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 />a <br />w <br />SEE PLAN FOR STRUCTURAL <br />w <br />COLUMN SIZE AND BASE <br />o <br />w <br />CONNECTION INFO. <br />SECURE 2x4 P.T. BTM. PLATE <br />SEE DETAIL 16/D1 FOR <br />w/ 1/4"0" TAPCONS AT 8" <br />COLUMN TO PORCH SILL <br />O.C. <br />ATTACHMENTS & 18/D1 <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />ATTACHMENTS <br />z <br />SQUARE CMU BLOCK BASE, <br />w <br />— <br />SIZE VARIES PER PLAN <br />j <br />w/ MIN. (2) #5 VERTICALS <br />> <br />w <br />FILLED SOLID (SEE PLAN FOR <br />w <br />SIZE AND REINFORCEMENT) <br />w <br />BRICK PAVERS or SLAB PER <br />0'-0" FIN. FLR <br />COMMUNITY SPECS <br />1 <br />1/2"(min.)- 4" <br />CC <br />S3 <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />1 U-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 r, <br />D —III—III—III- 9 <br />II III=III—III=' r- <br />(2) #5 CONT. =1 I I-1 I I,TI I , , , I I I I, , , I <br />ON 3" CHAIRS <br />(TYP.) 8" 1'-4" 8" <br />TYPICAL INTERIOR BEARING <br />WALL w/ UPLIFT G <br />SCALE: 3/4"=1'-0" S3 <br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1 A <br />S.G.D. (U.N.0.) � r WWF OR FIBERMESH <br />SEE A/S3/J/S6 —` 1 �d'ri' r—r-i� bI/='`T`_' 8„ <br />FOR REINF. INFO. i l <br />OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. /�' <br />SLAB STEP & RECESS as S.G.D. M <br />SCALE:3/4"=V-0" \, S3 <br />MASONRY WALL AND <br />PAD FOOTING <br />8" MASONRY WALL -- <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD <br />CONT. FOOTING STEEL MAT REINFORCING. ' <br />M <br />00 GRADE <br />w <br />z=wD • w <br />U <br />w Z <br />O o _ • • • • - _Z Q <br />N M Q <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 />E <br />N <br />O <br />N ®- <br />Qr d <br />a ur <br />ova_ <br />r <br />1 c.+ , M <br />N <br />C rl <br />N N � <br />V7 -iY p <br />N <br />d v <br />E <br />.p <br />.. yp.aag.. <br />_nyt'+�i: 5it{1E5ib�3�e�'�P <br />�0 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />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 />Engineers <br />signature and seal. <br />y i y <br />ON <br />o 41 <br />W o 8 <br />O M <br />w+ ;Iul <br />0 N <br />N O � cO <br />0 L, m co <br />5 In a o <br />p <br />M O' # w <br />4 LL w <br />� '� w a <br />w <br />Z morn a <br />Av <br />p <br />L a o z <br />co 3 0 <br />W ogCn ow <br />T$��N• <br />W CO°� m w <br />.T.: <br />M1, <br />J <br />LL Z L NZ a <br />�n N M J <br />O <br />Z O U U <br />M !�2 <br />N M <br />oa <br />N <br />� o <br />Q <br />n <br />r <br />E3 <br />M <br />In :2!: a <br />`o <br />U' <br />�LL <br />ti <br />W � <br />Va <br />O,-,., g <br />r. 0 <br />ea•. <br />U) <br />U 6 <br />8 <br />i <br />U o N <br />• <br />C2 <br />_® <br />Q N <br />�� <br />co <br />w <br />M <br />M <br />M <br />J <br />Z S <br />z <br />Z <br />Q <br />=o <br />>� <br />Zo <br />iz 0 <br />� u <br />o� <br />a <br />CD <br />0 <br />oa <br />�o <br />pw <br />z <br />wz <br />w0 <br />Wz <br />L7 C <br />> <br />Qo <br />s Y <br />m� <br />0, <br />zz <br />m <br />m <br />aw <br />co 3 <br />0 <br />g o <br />°z <br />W <br />T <br />CD <br />w� <br />to w <br />F <br />Do. <br />� <br />¢ p <br />aLL <br />- <br />�3 <br />=_ <br />M <br />V <br />z4TU� <br />0 <br />C O <br />i <br />>co <br />a� <br />m <br />co <br />0 <br />(0 (fl <br />O <br />:3 T <br />(� <br />Cr cc <br />T <br />U <br />O <br />0 Y <br />N <br />m = <br />4-1 <br />' O <br />r <br />a"' 2 <br />_ <br />h <br />3: N <br />►0 O <br />LO <br />N <br />MLO <br />T <br />6 <br />� <br />Z M 1— <br />�; L <br />o <br />z <br />z <br />E O <br />C <br />fl <br />EC <br />U J Q <br />J <br />JOB <br />NO: 23-06103 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />I- -T.i - I I' -_----.-_- <br />