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m <br />00 <br />0 <br />LO <br />LO <br />v <br />rn <br />0 <br />O <br />r <br />O <br />0 <br />IYJ <br />00 <br />M <br />LO <br />LO <br />v <br />V) <br />0 <br />r <br />0 <br />N <br />0 <br />0 <br />I <br />rh <br />LO <br />L <br />0 <br />0 <br />L <br />0 <br />3 <br />t— <br />Q <br />8 <br />0 <br />0a <br />E <br />E <br />O <br />S <br />v <br />c <br />J <br />N <br />N <br />I.� <br />L <br />U <br />0 <br />C-)CL <br />N <br />N <br />0 <br />i <br />0 <br />U <br />J <br />LZ <br />N <br />O <br />CV <br />0 <br />0 <br />4 <br />to <br />O <br />cV <br />a <br />m <br />v <br />cn <br />(1) SIMPSON LSTA30 w/ (22) <br />(2)- 12d <br />GABLE END FLOOR <br />_ <br />SEE SS FOR RETROFIT <br />10d NAILS BENT OVER TOP <br />SON SP4 w/ (6) 10d x 1 1/2" <br />(USE SP6 FOR 2x6 WALL, USE SP8 <br />(USE <br />TOENAILS 2x4 <br />TRUSS SEE R/S6 FOR <br />CONNECTION IF MSTAM36 <br />1 OR 2 PLY GIRDER <br />PLATE THEN DOWN THE <br />FOR 2x8 WALL) <br />TO TRUSS TOP <br />CONNECTION INFO TO <br />CAN NOT BE INSTALLED <br />/ <br />TRUSS. SEE PLAN FOR <br />FACE OF HEADER/STUDS <br />@ 24" O.C. <br />EXT. SHEATHING <br />MASONRY WALL <br />� BELOW AND ALT. <br />CONNECTION. <br />2x CRIPPLES @ 16" O.C. <br />(2) 2x SPF TOP PLATE <br />FLUSH W/ TOP <br />BLOCKING INFO <br />A <br />O <br />SEE PLAN FOR CONN. <br />W/ (2) 12d TOENAILS T/B <br />(2) 2x HEADER SEE PLAN <br />SEE FOR 2 OF MASONRY & 8d <br />BLOCKING NAILS T/B FLANGE <br />1. APPLY SUB <br />(3) 2x # SPF <br />(2) 10d TOENAILS AT EA. <br />INTERIOR HEADER <br />DETAILS <br />0 <br />d <br />FLOOR + <br />STUDS w/ 10d @ <br />(2) - 2x SPF TOP PLATE <br />END OF SILL. MAX. <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />2x STUDS <br />© <br />ADHESIVE TO <br />8" O.C. EACH SIDE <br />OPENING WIDTH 4 FEET. <br />EXTERIOR HEADERS <br />• <br />2x4 CONTACT <br />U.N.O. ON PLAN <br />IF OPENING IS GREATER <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />SURFACE q 2x4 #2 BLOCKING <br />THAN 4 FEET BUT NOT <br />OPENING LARGER THAN 4 ft (2) 2x <br />FLOOR SYSTEM <br />NOTE: VERIFY WITH FLOOR <br />FRAMING PLAN FOR I -JOIST <br />B 2x4 SIDE BRACE <br />AT 48" O.C. <br />EXCEEDING 6 FEET. <br />A SIMPSON LS30 w/ (6) 10d <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />10d x 1 1/2" CLIP EACH SIDE <br />W. <br />SEE PLAN <br />OR FLOOR TRUSS FOR <br />BETWEEN JOISTS <br />2X CONTAw- <br />x 1 1/2" CLIP IS TO BE <br />INSTALLED AT EA. END <br />(3) 2x #2 SPF STUDS @END OF <br />••` •• <br />CORRECT BLOCKING <br />w/ (3) 12d EA. END <br />_MIN <br />HEADER SEE Q/S4 FOR REQ'D JAMB <br />• G.C. VERIFY INTERIOR <br />REQUIREMENTS <br />TO HORIZ. <br />TYPIC <br />FLOOR DECK <br />INFO <br />1/2" GYP. BOARD OR <br />(2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL <br />1-1/8" RIM BOARDTO <br />BLOCKING <br />WALL <br />2x CRIPPLE AT EA. <br />END OF OPENING <br />SIMPSON LSTA30 w/ (11) 10d <br />NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED : • SHEATHING (MIN. 7/16") <br />FLOOR TRUSS/ <br />NAILED TO STUD <br />STUDS ABOVE PLATE <br />ON FLOOR SYSTEM TO MASONRY WALL •°• °• VERIFY W/ PLAN <br />8d NAILS @ 3" O.C. <br />JOIST SEE PLAN <br />(2) SIMPSON MS <br />I -JOIST SEE PLAN <br />PACK w/10d NAILS <br />FLOOR DECK <br />BELOW. IF WOOD WALL IS BELOW USE (2) <br />SIMPSON MSTA36 STRAPS w/ 26 10d <br />( ) <br />WALL SHEATHING <br />(2) 12d TOE NAILS TOP <br />(7) 10d NAILS & (4) 1/4"x2 <br />TIE BEAM <br />@ 8„0 <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />NAILS (G.C. TO INSURE SOLID BLOCKING <br />TO RIM BOARD <br />& BOTT. CHORD <br />1/4 TITENS <br />SIMPSON LSTA30 FROM <br />IS INSTALLED). SCALE: N.T.S. <br />AJS BLOCKING PANEL @ 24" <br />WINDOW JAMB TO <br />O.C. (MAX) AND @ EACH <br />PROVIDE BLOCKING <br />FLOOR TRUSS/ SOLID <br />SCALE: N.T.S. <br />GABLE END RIM JOIST <br />END OF WALL UNDER <br />BELOW JAMBS <br />BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />SEE SS FOR RETROFIT <br />SEE R/S6 FOR <br />CORNERS <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />CONNECTION IF MSTAM36 <br />CONNECTION INFO TO <br />(2) - 10d TOE NAILS <br />OTHERWISE DETAIL CAN BE IGNORED <br />SECTION CORNER CAN NOT BE INSTALLED <br />MASONRY WALL <br />EACH SIDE <br />FRAMING ATTACHMENT 1 <br />BLOCKING DETAIL 2 <br />GIRDER/COL. CONN. <br />@ 2nd FLOOR 3 <br />HEADER CONN. @ 2nd <br />FLOOR 4 <br />SCALE: N.T.S. <br />N.T.S. <br />SCALE: N.T.S.��j <br />SCALE: N.T.S. <br />SEE Q/S4 FOR <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS <br />SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />CONNECTION MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />2x6 / 2x8 CRIPPLES @ 16" O.C. <br />2x8 OR 2x6 TOP <br />JAMB STUD <br />IF <br />NOTCHED AT HEADER LOCATION <br />(2) (2) <br />REQ'D TYP-72x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. <br />SIMPSON LSTA24 10d NAILS <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />SEE INFO BELOW ON CONNECTION <br />PLATE SEE PLAN <br />w/(18) <br />OF CRIPPLES IF LONGER THAN 8" <br />T P. 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END <br />O <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />SEE PLAN FOR CONN. <br />TALL. CONTRACTOR MAY USE RTT <br />( <br />CLIPS) NAIL BACK LEG OF CIPPLE TO <br />2 2x HEADER TO SIT <br />( ) <br />TOP PLATES LENGTH ON STUDS W/ (11) 10d <br />(1) SIMPSON LSTA30 w/ (22) 10d <br />is NAILS TO STUDS ABOVE & 11 10d <br />( ) <br />NAILS BENT OVER TOP PLATE <br />(2) - 2X SPF TOP PLATE <br />HEADER w/ (2) 12 TOENAILS <br />FLUSH W/ THE OUTSIDE <br />SEE PLAN FOR SIZE <br />:) <br />NAILS TO STUDS BELOW. <br />2 x 4 #2 SPF STUDS <br />THEN DOWN THE FACE OF <br />HEADER/ STUDS <br />(2) 2x HEADER SEE PLAN <br />2x6 / 2x8 WALL BEYOND SEE <br />C AT 16" O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS <br />INTERIOR HEADER <br />NAILING AREA (TYP.) <br />HEADER FLUSH TO OUTSIDE <br />FLOOR PLAN FOR HEADER <br />G <br />(2) 2x HEADER <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />SEE PLAN FOR <br />CONNECTION <br />SEE PLAN �E 5/8" A.B. @ 24" O.C. AND 6" FROM <br />MIN 3 2x #2 SPF STUDS <br />O @ <br />EXTERIOR HEADERS <br />COL. SIZE <br />(2) SIMPSON MST37 <br />SEE STANDARD HEADER <br />EACH END W/ 7" EMBEDMENT. IF <br />END OF HEADER SEE Q/S4 FOR <br />(1) 2x SILL PLATE W/ 2 12d TOENAILS. <br />() <br />STRAPS w/ (42) 16d NAILS <br />DOUBLE 2x6 OR 2x8 TOP <br />CONNECTION DETAILS FOR <br />AT STEP DOWN LOCATION, MIN 7" <br />REQ'D JAMB INFO <br />OPENING LARGER THAN 4 ft (2) 2x <br />PLATE SEE PLAN <br />MORE INFORMATION <br />2 x SPF EMBEDMENT PAST STEP. <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />FLOOR SYSTEM OR <br />12d NAILS AT 6" <br />BASE PLATE <br />2x CRIPPLES @ 16" O.C. <br />10d x 1 1/2" EACH SIDE <br />2-STY. FRAMING <br />O.C. TYP T & B <br />SIMPSON SP6 w/ 6 10d x <br />( ) <br />PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE <br />C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 <br />W/ 2 12d TOENAILS T/B <br />() <br />---- (2) 10d TOENAILS AT EACH END OF <br />BAND JOIST & BLKG. <br />(2) 2 x #2 <br />1 1/2" (USE SP8 FOR 2x8 <br />WALL) @ 24" O.C. <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />SYP U.N.O. <br />EWALL OR BEAM WALL AT EACH STUD AT HEADER / <br />IF OPENING IS GREATER THAN 4, <br />OR LVL GIRDER <br />JAMB CONDITION OR IF BUILT-UP <br />(2) - 2 x 4 SPF <br />2X CRIPPLE AT EACH END OF <br />FEET BUT NOT EXCEEDING 6 FEET, <br />(BLOCK SOLID) <br />STUDS ARE WIN WALL SYSTEM A.B. TO <br />TOP PLATES BE SPACED W/IN 6" FROM OPENINGS <br />OPENING NAILED TO STUD <br />A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS <br />SEE PLAN FOR <br />2 x CONT. T & B <br />AND MULTIPLE STUD PACKS <br />PACK W/ 10d NAILS @ 8"O.C. <br />TO BE INSTALLED AT EACH END. <br />COL. SIZE <br />2 x 4 #2 SPF STUDS B O INTERIOR HEADER <br />TYPICAL BLOCK WALL <br />PLYWOOD ATTACHED PER <br />NAILING SCHEDULE <br />SIMPSON HTT4 w/ (18) <br />AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />EXTERIOR HEADERS <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />ANCHOR OLT w/ <br />BOX HEADER <br />E F TYP FSEE PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />(� 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE <br />SIMPSON MSTAM36 W/ (7) <br />10d NAILS & (4) 1/4"x2 1/4" <br />TIE BEAM <br />MIN. 6" EMBEDMENT <br />(2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE <br />NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ <br />D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />TAPCONS <br />PROVIDE BLOCKING <br />OVER TOP PLATE <br />SIMPSON SP2 w/ (12) 10d NAILS AT <br />° ° ° ° ° �' <br />6°° I SEE FOUND. PLAN FOR FTG. REQ. OH STUDS UNDER 2nd FLOOR HEADER ARE <br />BELOW JAMBS <br />- <br />° <br />TOP AND SIMPSON SP1 w/ (10) 10d <br />NAILS AT BASE <br />NOT REQ'D TO HAVE CONNECTIONS. <br />• : <br />• ' • <br />"PROVIDE (2) CRIPPLES BELOW <br />ATTACH STUDS w/ (3) 12d TOENAILS T&B <br />SEE FOUNDATION PLAN <br />TO ANY GIRDER TRUSS IN THIS <br />2 STORY I NT. BEARING WALL <br />FOR FTG. REQ. <br />2x CRIPPLES TO <br />SITUATION. CONNECT G.T. TO <br />PROVIDE EXTERIOR SHEATHING <br />MATCH JACK <br />STUDS w/ (2) SIMPSON HTS20 w/ <br />ATTACHED PER NAILING SCHEDULE <br />AND EXTERIOR <br />HEADER CONN. <br />a@ 2nd FLOOR <br />STUDS BELOW <br />(24) 10d x 1 1/2" NAILS AT TOP AND <br />BOTTOM TO HEADER <br />5 FOR EXTERIOR 2 STORY WALLS ONLY. <br />SHEATHING CAN STOP ONCE UNDER <br />6 <br />2 STORY COL. <br />aC� GIRDER r7 <br />(IF CRIPPLES ARE LESS THAN 8" <br />SCALE: N.T.S. LOWER ROOF. <br />SYSTEM 42 <br />SCALE: N.T.S. <br />LONG NO STRAPS ARE REQ'D) <br />SCALE: N.T.S. <br />ADDITIONAL STRAPS <br />SEE STANDARD HEADER REQUIRED AT TOP PLATE <br />CONNECTION DETAILS FOR TO STUDS TO MATCH <br />SEE SS FOR RETROFIT <br />SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />MORE INFORMATION <br />HEADER STRAPS <br />CONNECTION IF MSTAM36 <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />(2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN <br />SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />(2) SIMPSON LSTA30 w/ (22) <br />SIMPSON SP4 w/ 6 10d x 1 1/2" USE SP6 FOR <br />() <br />2x4 STUDS <br />MIN (3) 2x #2 SPF STUDS @ <br />' <br />END OF HEADER <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />10d NAILS BENT OVER TOP <br />2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />PER PLAN <br />SEE Q/S4 FOR REQ'D JAMB <br />INFO <br />OTHERWISE DETAIL CAN BE IGNORED <br />SIMPSON LS30 w/ (6) 10d x 1 <br />1/2" NAILS AT EACH END TYP. <br />PLATE THEN DOWN THE <br />(2) 2x HEADER SEE PLAN <br />° <br />*FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE <br />FACE OF HEADER/STUDS <br />° <br />DOUBLE 2x4 <br />ATTACHED w/ (2) 16d TOENAILS AT EACH END <br />SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />2x CRIPPLES @ 16" O.C. <br />TOP PLATE <br />NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />W/ (2) 12d TOENAILS T/B <br />° <br />THEN DOWN THE FACE OFlop <br />INTERIOR HEADER <br />2 WS 10d @ <br />(2) 2x SILL PLATE <br />HEADER/ STUDS (2) 2X SPF TOP PLATE <br />MIN (3) 2x #2 SPF STUDS <br />2 <br />O O 12dTOENAILS. <br />3" O/C kT <br />2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN <br />@ END OF HEADER. SEE <br />EXTERIOR HEADERS <br />2x SILL PLATE W/ 12d TOENAILS. <br /><qT NO2 <br />�48. ��TOp <br />2x STUDS 16" O.C. <br />@ <br />W/ (2) 12d TOENAILS T/B INTERIOR HEADER <br />Q/S4 FOR REQ'D JAMB <br />(1) (2) <br />OPENING LARGER THAN 4 ft (2) 2x <br />TOP SPLICE <br />tiljN <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />INFO. <br />() 2 10d TOENAILS AT EACH EXTERIOR HEADERS <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />' <br />END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING <br />WIDTH 4 FEET). IF OPENING <br />2x CRIPPLE AT EACH END OF <br />10d x 1 1/2" EACH SIDE <br />ALT. HEADER ANCHOR <br />LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON <br />OPENING NAILED TO STUD <br />8 <br />IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />PACK W/ 10d NAILS <br />(2) 10d TOENAILS AT EACH END OF <br />BUT NOT EXCEEDING 6 FEET, <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />° <br />SCALE: N.T.S. <br />A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END <br />TYPICAL BLOCK WALL <br />IF OPENING IS GREATER THAN 4, <br />PROVIDE 2x4 ON <br />1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR <br />FEET BUT NOT EXCEEDING 6 FEET, <br />TOP OF 2x8 TO <br />EACH END REQ'D JAMB INFO <br />A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS <br />BLOCK OUT TOP <br />2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS <br />SIMPSON (2) MSTAM36 w/ (7) <br />10d NAILS & (4) 1/4"x2 1/4" <br />TO BE INSTALLED AT EACH END. <br />PLATE ATTACH <br />END OF OPENING CENTERED <br />TAPCONS;; <br />W/ (2) 10d NAILS <br />NAILED TO STUD PACK FLOOR DECK <br />FLOOR DECK <br />@ 3" O.C. 2x4 BEYOND <br />DOUBLE <br />W/ 10d NAILS @ 8"o.c. <br />AGAINST 2x8 <br />2x8 TOP <br />FLOOR TRUSS/ WOIST SEE PLAN <br />PROVIDE BLOCKING <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />STUDS <br />PLATE <br />SEE PLAN FOR BEAM <br />BELOW JAMBS TIE BEAM 2X CONT. RIBBON <br />2x8 STUDS <br />PER PLAN 2x4 Wi 2 ROWS <br />SIZE & CONNECTIONS <br />NOTE: <br />OF 10d NAILS <br />PLATE LENGTHS MUST BE <br />@ 3" O.C. <br />HEADER CONN. @ 2nd FLOOR <br />HEADER <br />CONN. @ 2nd <br />AT LEAST T-0"LONG. TYPICAL <br />W/ HIGH BM r9 <br />FLOOR [DOUBLE STRAP] <br />TOP PLATE SPLICE DETAIL <br />�0 <br />1 <br />SCALE: N.T.S. <br />SYSTEM 42 <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />�1 <br />cue <br />01 <br />tJ <br />r") <br />� St ff,�tl <br />���'y4t1iI1! <br />OWN <br />''. <br />••��s <br />_INNN <br />C. <br />%x <br />4 N <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 <br />Flodda Building Code - <br />Residential 7th 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 />W <br />dco <br />� E <br />a 8 <br />0 <br />°c'Los <br />d 0 <br />Co N N 00 <br />Z <br />M <br />° J <br />N O # Ly <br />J <br />4 <br />Z <br />C <br />co U iE 11 a <br />cc <br />a <br />ENO 0W <br />��°'a' m <br />w <br />J <br />Nco Z <br />Z <br />OU a o <br />w <br />pp <br />V M CD <br />G—r (MV M <br />og <br />z N <br />a <br />Lj <br />N <br />z <br />cD o <br />(6 <br />Vi LL <br />LL c <br />uca <br />O <br />N <br />�N <br />LJJ CT <br />o <br />c <br />r— C14 <br />in <br />(6 <br />LL <br />J <br />I <br />x <br />V O N <br />Q N m <br />I� <br />a <br />rr <br />w <br />M <br />J <br />w 4 <br />Z <br />z <br />a <br />Li <br />E o <br />+= V <br />z o <br />g <br />O F <br />wz <br />Z <br />Z <br />Z <br />oa <br />F� fC1 <br />— <br />2 o <br />00 <br />o E <br />0a <br />ao <br />o� <br />�Z <br /><o <br />¢z <br />�w <br />o L- <br />Ca <br />�°� <br />o�Zz <br />wg <br />o° <br />Z <br />m <br />m <br /><w <br />S <br />0 <br /><° <br />W <br />co <br />w <br />a z <br />m <br />a0 <br />�O <br />z <br />¢ <br />M0 <br />J <br />v <br />w <br />N <br />O <br />a <br />o3 <br />O <br />JIM <br />Lidm <br />Lnns <br />CO LO <br />O <br />=) <br />L0 <br />r <br />r <br />W <br />rCT <br />V/ <br />N <br />m <br />LO <br />a--+ <br />cn <br />LO <br />o <br />CD <br />Q <br />N <br />L � <br />C <br />Q <br />C <br />r <br />CO r <br />M <br />E <br />'c <br />v; <br />z <br />cc <br />z <br />E O <br />a <br />cc <br />CU <br />a <br />E <br />U _j <br />¢ p <br />JOB <br />NO: <br />23-00527 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />D 2 <br />