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3 <br />-o <br />rn <br />L0 <br />0 <br />¢ <br />N <br />0 <br />0 <br />I <br />a <br />LO <br />0 <br />a <br />00 <br />Pj <br />0 <br />0 <br />N <br />0 <br />I <br />rh <br />LO <br />0 <br />V <br />cn <br />Q <br />YC_ <br />L <br />3 <br />H <br />N <br />N <br />0 <br />a <br />E <br />1.2 <br />0 <br />0 <br />C <br />N <br />J <br />N <br />t7 <br />rn <br />U <br />v <br />U <br />0 <br />o_ <br />0 <br />0 <br />0 <br />r7 <br />0 <br />M <br />0 <br />0 <br />0 <br />N <br />0 <br />0 <br />w <br />a <br />Q <br />m <br />v <br />N <br />V <br />2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS <br />INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) <br />10'-0" (R302.11) <br />16d TOENAILS T & B <br />FOR UNDERLAYMENT <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 31/4" TAPCONS @ 24" O/C & <br />ROOF FLASHING AND ROOF FLASHING <br />HURRICANE ANCHOR @ EACH <br />@ 6" MAX FROM END OF 2 x PLATE E <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 r <br />w/ R903.2, FLORIDA BUILDING CODE <br />METAL PL. UNDER EA. TRUSS <br />CHAIRS (TYP.) <br />WWF OR FIBERMESH co <br />7TH EDITION (2020) RESIDENTIAL <br />MOISTURE BARRIER <br />a <br />SHINGLE ROOF, SHINGLES TO <br />d ° <br />BE IN ACCORDANCE w/ ASTM <br />D7158-CLASS G or H, or ASTM <br />'I I I=1 I L=1K161 <br />�J�ID3161-CLASS <br />12 <br />F, IN- <br />ACCORDANCE w/ TABLE <br />"I=1 1=1 11=1 11=1 11=1 I I-1 11=1 1=1 11=1 I �_I <br />(TYP.) VARIES <br />R905.2.6.1, FLORIDA BUILDING <br />CODE 7TH EDITION (2020) <br />=1I II I III II I II IIIII Illl I IIIII I1=I IIllll ,I <br />++i I I <br />_I�ITi=I I ICI <br />8 <br />RESIDENTIAL <br />INSULA ION LE <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSH] - ON <br />TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <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 />SHEATHING AND FASTENERS WALL, W/ OUT UPLIFT GG <br />ELEV. VARIES SEE TYP. WALL SECTION 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.—/ <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 />NOTE;EXTEND <br />W1.4XW1.4 WWF OR <br />"FIBERMESH" <br />_ <br />DECO FINISH 4" to 6" <br />BELOW GRADE <br />, <br />L <br />- — <br />6 MIL VAPOR <br />00 <br />BARRIER <br />-I I <br />; D ' 4 <br />I� <br />g <br />= I <br />'0, 011= <br />r <br />COMP. SOIL. <br />I I <br />° <br />(COMPACTED TO 95% <br />�I <br />I <br />MODIFIED PROCTOR <br />III TTTTTTI <br />Trf <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 />1'-8" (2 STORY) <br />DETAIL) <br />TYPICAL WALL SECTION <br />A <br />SCALE: 3/4" =1'-0" <br />S3 <br />OPT: DEPRESS SLAB 5%" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB 14,E O.H.D. RECESS <br />PAVERS - /1 � z <br />M M <br />60 <br />T <br />SEE A/S3 OR J/S6 —`Ii:1 1 1 ICI I i I, 11- <br />FOR REINF. INFO. L 3" MIN. CLEARANCE <br />1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STOR ) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <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 />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=V-0" <br />2x S.P.F. STUDS @ 16" O.C. <br />2x STUD <br />8" C.M.U. <br />1"x P.T. STUD <br />#5 VERT. IN FILLED CELL <br />N <br />5/811x6" "J" BOLTS BOLT <br />@ 24" O.C. VERT. OR <br />5/8" x 6" EPDXY BOLT OR <br />(6) 1/4"x3 1/4" TAPCONS <br />SPACED EVENLY <br />N 2x P.T. PLATE <br />ASSUMED FINISHED <br />GRADE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />EXPANSION JOINT <br />13° BLOCK WALL BEYOND <br />—t O.H.D. RECESS <br />I_IIp, 1Tf— ...a � I I1=11 �• I I <br />-III=1 I IE 41' L09 <br />-III-I I ••� � • � � '. I=1 <br />liilll P <br />SEE A/S3 0R J/S6 J -III I I I I I I„I WIT I, I-, F,LU <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />V 4" (1 STORY) <br />V-8" (2 STORY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. QS3 <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 />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. wl (2) 12d TOE NAILS s „ „ 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 X„ @ EACH END (WHEN PARALLEL) <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. <br />TOP PLATE S.P.F. DOUBLE <br />TOP PLATE <br />SIMPSON SP2 w/ <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 />1/2" 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 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) 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 ANCHOR INSULATION PER CHART ON FLOOR PLAN <br />3/8" 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 />5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS <br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND <br />ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE <br />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 <br />@ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH <br />ELEV.-0'-3 1/2" z 31/2" MIN. 3 1/2" MIN. <br />A.F.F. �p o. ° ' p• <br />—II <br />- 4" - c , . y <br />00 00 <br />3 1/2(min. -4 �_ ITS I -111 1 LF 1/2"(min..).. -4 - T <br />_ -1 11=11-III' ( ) _ <br />Tl ITI I I I I I=T��I-II I �II-, l �� �1TI-1 ITI= I I-111-I I ia -IZi <br />=11=1 I -1 <br />(2) #5 CONT. 4" 1,4„ " "' 8T (2) #5 CONT. 4 "'—' L�—�4 rT sr-rg„ <br />U.N.O.U.N.O. MIN. MIN. <br />TYPICAL BEARING WALL (cry STEP @ SHEARWALL C TYPICAL BEARING WALL STEP <br />"SHEAR WALL" <br />SCALE: 3/4"=V-0" <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10-4' (R302.11) <br />5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" <br />2x STUDS @ 16" O/C <br />INSULATION PER FBC AND ENERGY <br />FORM SUBMITTED WITH PERMIT <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 />\ \Ms <br />N J <br />/ \ <br />CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8" THICK. <br />@ K.O. BLOCK <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <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 />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />GRADE 40 MIN. Fy= 40ksi <br />#3 & #4 LAP SPLICE <br />u o <br />� <br />� D <br />M _ p c. <br />T <br />FINISH GRADE °O � <br />[GRADE 60 MIN. Fy= 60ksi] <br />25" MIN. LAP [30" MIN. LAP] <br />6 MILVAPOR BARRIER -T III P ° <br />_rfI1=1I = -' <br />T <br />=� 1=• <br />AAA <br />R 1 7/8 —� <br />TF <br />i I"ll 1 T <br />#5 REINFORCING BAR <br />051 AP SPI IrF <br />COMP. SOIL. (COMPACTED TO I I I I • ° ® I �L <br />95% MODIFIED PROCTOR ASTM <br />D1557) I I ��i� rTI I�rrr Imi"_r <br />4" 1'-4" <br />TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />CONT. BEAD SEALA� <br />INTERIOR <br />a' -3 1/2" <br />CONCRETE NAILS W 1 1/2 <br />c EMBEDMENT @ 12" O.C. <br />STAGGERED, FROM BOTTOM <br />PLATE TO CONCRETE <br />(MIN. SHEAR 180# MIN. <br />TENSION 120#) CONCRETE SLAB <br />c° e <br />60 - <br />`•�' I I=1 T <br />co 6 MIL VAPOR <br />BARRIER <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 />6x6W1.4xW1.4 N ' <br />WWF OR FIBERMESH <br />a ' <br />SCALE: 3/4"=1'-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 />W C <br />n a <br />Uj �f=l I I = o <br />� ° <br />(2) #5 CONT. <br />ON 3" CHAIRS <br />1/2"(min.)- 4" <br />CC <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 />0I——IT�- <br />I I T T r <br />(TYP.) 8" 1'-4" 8" <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"=1'-0" <br />S3 <br />SEE PLAN <br />1 1/2" RECESS FOR VARIES <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 />�cj; <br />AT 24" O.C. MAX. CONNECTION INFO <br />SEE PLAN FOR <br />& LAYOUT DESIGN <br />a <br />— —� <br />TOP OF BEAM <br />_ - �r <br />SEE ROOF PLAN <br />FOR STRUCTURAL <br />c — — _ —° v ° ° c <br />�, ; <br />a <br />M C <br />(2) HTS20 <br />_� ,-T=�Il1=i� <br />E <br />1— <br />BEAM SIZE & <br />CONNECTION INFO <br />N <br />�, T I a ' d <br />111I ( I <br />_ . •. __ <br />1 II <br />2x4 #2 SYP P.T. FRAMING w/ <br />MIN 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 />SEE TYP. WALL SECTION FOR ADDITIONAL <br />>- <br />w <br />SEE PLAN FOR STRUCTURAL <br />SLAB INFORMATION <br />w <br />COLUMN SIZE AND BASE <br />Es <br />w <br />CONNECTION INFO. <br />SLAB STEP & RECESS <br />S.G.D. rM <br />� <br />S3 SCALE: 3/4"=1'-0" <br />SEE DETAIL 16/D1 FOR <br />SEE <br />SECURE 2x4 P.T. BTM. PLATE <br />w/ 1/4"x3" TAPCONS <br />PORCH SILL <br />COLATTACHMENTS <br />AT 8" O.C. <br />MASONRY WALL AND <br />PAD FOOTING <br />& 18/D1 <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />8" MASONRY WALL <br />-- <br />ATTACHMENTS <br />CELLSEXTEND FILL <br />TO FOUNDATION PAD _§, -. <br />z <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING, i' ' <br />w <br />j <br />SIZE VARIES PER PLAN <br />MIN. #5 VERTICALS <br />M <br />w/ (2) <br />00 <br />GRADE <br />> <br />FILLED SOLID (SEE PLAN FOR <br />--- r <br />o <br />w <br />SIZE AND REINFORCEMENT)LU <br />z = <br />• _ <br />BRICK PAVERS or SLAB PER <br />00 <br />" <br />• • <br />• • z <br />„ <br />COMMUNITY SPECS <br />- <br />- a <br />0-0 FIN. FLR./-& <br />IV <br />01 <br />0 00 CONC. PAD INFO. <br />-0 FION <br />TAPERED COLUMN FRAMINGi <br />-- FOOTING <br />BEYOND <br />PAD REINFORCEMENT <br />3 MIN. CLEARANCE <br />SEE SCHEDULE) ) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL N <br />SCALE: N.T.S. S3 <br />rn <br />c -i <br />c®e <br />00 <br />>e <br />a. m a <br />ci a e� <br />a <br />C­) � <br />-o m <br />yC <br />a C <br />«,Le <br />cu, CL <br />59 <br />o- o <br />o <br />N <br />0 <br />N <br />goo° P. LG.1 `:r;i• °�� • �"� <br />• <br />.Ido <br />r <br />P - 67 0 <br />•� <br />o .�, Sl A 1 E 0,F 'yf,gyp"". <br />� ro <br />rfaj <br />Jjor,jBY1�^.4 o��b <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 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />d E S N <br />1--s M �0 <br />N N <br />_ <br />6 <br />V N <br />0 t— ID <br />N LL LL <br />N �MvR u o- U, <br />o. <br />Q J LL LL a c7 <br />Z <br />Z _- 0 0 <br />0 o <br />CLL <br />m v <br />y9 o <br />�" .6 m <br />IN � Q <br />�m <br />U) C_ ' <br />W w <br />Z to 00 N Z a' 00 x <br />M <br />N U U7 I- <br />o � ❑oo <br />= <br />W <br />V M !9 <br />z N g <br />Z m N <br />v� <br />z o � <br />a <br />J _ <br />N z <br />C1 <br />v 0 <br />a .� <br />U <br />OL11 N <br />Co <br />yea <br />W <br />U 6z� <br />H J E <br />I <br />¢ 0 <br />N <br />I� <br />o <br />z <br />w <br />M <br />M <br />J <br />m ¢ <br />z � <br />� <br />z <br />4 <br />� <br />U- <br />mE <br />E 8 <br />.0 <br />�z <br />QN <br />Qa <br />a <br />00 <br />[moo <br />�z <br />w Z <br />SFT <br />o <br />�l <br />� � <br /><z <br />� <br />'0 <br />m J <br />wm <br />a ° <br />¢w <br />8 3 <br />zz <br />0 U <br />it <br />a z <br />WC) <br />o <br />m <br />, <br /><0 <br />a� <br />�- <br />F3 <br />a <br />J Z <br />Uj <br />0 <br />� o <br />zQ <br />° <br />0 <br />CO <br />= <br />w <br />N <br />w <br />LO <br />' 0 <br />" <br />4i <br />m <br />;o <br />�..� <br />CL <br />� <br />L- <br />00 <br />co <br />� <br />M <br />O <br />Y <br />r <br />]'2' <br />o <br />N <br />M <br />LO <br />Cn <br />¢I <br />O to N <br />r <br />IL N <br />M <br />00 <br />LO <br />E <br />E M <br />_`� <br />Z <br />t6 <br />z <br />iri <br />E N I <br />E <br />U <br />a <br />Q pca <br />JOB <br />NO: 23-02469 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />