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3 <br />a <br />00 <br />00 <br />CV <br />L0 <br />v <br />Cn <br />0 <br />0 <br />W) <br />0 <br />0 <br />J <br />N <br />O <br />I <br />CV <br />a <br />00 <br />N <br />LO <br />v <br />Cr <br />0 <br />a <br />M <br />0 <br />0 <br />J <br />O <br />I <br />L0 <br />v <br />V) <br />0 <br />a <br />0 <br />3 <br />Q <br />N <br />N <br />v <br />d <br />E <br />O <br />S <br />C <br />C <br />J <br />y <br />O <br />V <br />v <br />0 <br />�l <br />N <br />0 <br />i <br />U <br />a <br />z <br />i <br />O <br />0 <br />x <br />ti <br />N <br />N <br />cV <br />a <br />0 <br />0 <br />a <br />N <br />0 <br />cV <br />0 <br />Q <br />m <br />0 <br />(1) SIMPSON LSTA30 w/ (22) <br />(2)- 12d <br />GABLE END FLOOR <br />SEE SS FOR RETROFIT <br />10d NAILS BENT OVERTOP <br />SIMPSON SP4 w/ 6 10d x 1 1/2" <br />( } <br />(USE SP6 FOR 2x6 WALL, USE SP8 <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 />N NJ EXT. SHEATHING <br />MASONRY WALL <br />0 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 />E PN R <br />SELAFOCONN. <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 />° <br />1. APPLY SUB <br />(3) 2x # SPF <br />(2) 10d TOENAILS AT EA. <br />INTERIOR HEADER <br />DETAILS <br />FLOOR + <br />STUDS w/ 10d @ <br />(2) - 2x SPF TOP PLATE <br />END 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 />IN <br />OPENING WIDTH 4 FEET. <br />EXTERIOR HEADERS <br />2x4 CONTACT <br />U.N.O. ON PLAN <br />IF OPENING IS GREATER <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />• •o <br />SURFACE QA 2x4 #2 BLOCKING <br />THAN 4 FEET BUT NOT <br />OPENING LARGER THAN 4 ft (2) 2x <br />FLOOR SYSTEM <br />SEE PLAN <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 />x 1 1/2" CLIP IS TO BE <br />SILL PLATE w/ SIMPSON LS30 w/ 6 <br />( ) <br />10d x 1 1/2" CLIP EACH SIDE <br />•• <br />OR FLOOR TRUSS FOR <br />BETWEEN JOISTS <br />2X CONT. RIBBON <br />INSTALLED AT EA. END <br />MIN (3) 2x #2 SPF STUDS @ END OF <br />CORRECT BLOCKING <br />w/ (3) 12d EA. END <br />HEADER SEE Q/S4 FOR REQ'D JAMB <br />•° • • G.C. VERIFY INTERIOR <br />REQUIREMENTS <br />TO HORIZ. <br />TYPICAL BLOCK <br />FLOOR DECK <br />INFO <br />(2) SIMPSON MSTAM36 STRAPS w/ (7) 10d 1/2" GYP. BOARD OR <br />EXTERIOR STRUCTURAL <br />1-1/8" RIM BOARD <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 />TO 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 MSTAM36 w/ <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 />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 />� <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. <br />DETAIL TO BE <br />SEE SS FOR RETROFIT <br />SEE R/S6 FOR <br />CORNERS <br />FOLLOWED IF DOWN SET <br />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 <br />BLOCKING DETAIL 2 <br />GIRDER/COL. CONN. @ 2nd FLOOR 3 <br />HEADER CONN._@ 2nd <br />FLOOR 4 <br />SCALE: N.T.S. <br />N.T.S. <br />SCALE: N.T.S. <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 />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />2x6 / 2x8 CRIPPLES @ 16" O.C. <br />(2) 2x8 OR 2x6 TOP <br />JAMB STUD <br />CONNECTION IF MSTAM36 <br />NOTCHED AT HEADER LOCATION <br />(2) <br />2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. <br />REQ'D TYP <br />OB 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 />i° T P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END <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 />CLIPS) NAIL BACK LEG OF CIPPLE TO <br />(2) 2x HEADER TO SIT <br />A TOP PLATES LENGTH ON STUDS W/ (11) 10d <br />(1) SIMPSON LSTA30 w/ (22) 10d <br />FLUSH THE OUTSIDE <br />NAILS TO STUDS ABOVE & (11) 10d <br />NAILS BENT OVER TOP PLATE <br />(2) - 2X SPF TOP PLATE <br />HEADER w/ (2) 12 TOENAILS <br />w/ <br />SEE PLAN FOR SIZE <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. SIMPSON SP1 w/ (10) 10d NAILS <br />a <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 />j SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM <br />MIN (3) 2x #2 SPF STUDS @ <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 />( } <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 />- <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 Aj; <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 <br />SIMPSON SP6 w/ (6) 10d x <br />PRE-ENGINEERED F SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE <br />C B H B C FLOOR SYSTEM O 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 />AB <br />1 1/2" (USE SP8 FOR 2x8 <br />WALL) @ 24" O.C. <br />EWALL OR BEAM WALL) AT EACH STUD AT HEADER ! <br />SILL MAX. OPENING WIDTH 4 FEET). <br />IF OPENING IS GREATER THAN 4, ) <br />OR LVL GIRDER <br />SYP U.N.O. <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 />( ) <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 />() <br />FOR <br />2 x CONT. T <br />f <br />Al AND MULTIPLE STUD PACKS <br />PACK W/ 10d NAILS @ 8"O.C• <br />TO BE INSTALLED AT EACH END. <br />COL. SIZE <br />INTERIOR HEADER <br />2 x 4 #2 SPF STUDS B OG <br />2x SILL PLATE W/ 12dTOENAILS. <br />TYPICAL BLOCK WALL <br />PLYWOOD ATTACHED PER <br />NAILING SCHEDULE <br />SIMPSON HTT4 w/ (18) <br />16d NAILS & 5/8" <br />BOX HEADER <br />AT 16" O.C. U.N.O. (1) (2) <br />(2) 2x HEADER G EXTERIOR HEADERS <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />ANCHOR BOLT w/ <br />E F TYP SEE PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />n 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 />\ <br />MIN. 6" EMBEDMENT <br />(2) SIMPSON LSTJ2 w/ (10) 10d <br />NAILS WRAPPED UP AND <br />(2) 2x TOP PLATE <br />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 />g" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE <br />BELOW JAMBS <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 PLAN1L <br />TO ANY GIRDER TRUSS IN THIS <br />2 STORY INT. 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 />AND EXTERIOR ATTACHED PER NAILING SCHEDULE <br />rj <br />HEADER CONN <br />@ 2nd FLOOR <br />STUDS BELOW I <br />(24)10dx11/2"NAILS AT TOP AND <br />BOTTOM TO HEADER <br />FOR EXTERIOR 2 STORY WALLS ONLY. <br />SHEATHING CAN STOP ONCE UNDER <br />. <br />6 <br />2 STORY COL. <br />aC� <br />GIRDER 7 <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 NAILS (2) 2x HEADER SEE PLAN <br />SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />(2) SIMPSON LSTA30 w/ (22) <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />2x4 STUDS <br />MIN (3) 2x #2 SPF STUDS @ END OF HEADER <br />OTHERWISE DETAIL CAN BE IGNORED <br />10d NAILS BENT OVERTOP <br />2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />PER PLAN <br />SEE Q/S4 FOR REQ'D JAMB INFO <br />PLATE THEN DOWN THE <br />SIMPSON LS30 w/ (6) 10d x 1 <br />1/2" NAILS AT EACH END TYP. <br />FACE OF HEADER/STUDS <br />(2) 2x HEADER SEE PLAN <br />DOUBLE 2x4 <br />*FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE <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 />ATTACHED w/ (2) 16d TOENAILS AT EACH END <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 OF <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 />1 2x SILL PLATE W/ 2 12dTOENAILS. <br />3" O/C �c <br />2 2x HEADER SEE PLAN <br />2x CRIPPLES @ 16 O.C. () <br />@ END OF HEADER. SEE <br />EXTERIOR HEADERS <br />2x SILL PLATE W/ 12d TOENAILS. <br />-9T <br />STUDS @ 16" O.C. <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 />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />INFO. <br />N <br />(2) 10d TOENAILS AT EACH EXTERIOR HEADERS <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />END OF SILL (MAX. OPENING <br />WIDTH 4 FEET IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING <br />2x CRIPPLE AT EACH END OF <br />OPENING NAILED TO STUD <br />10d x 1 1/2" EACH SIDE <br />ALT. HEADER ANCHOR <br />LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON <br />IS GREATER THAN 4 FEET <br />j. <br />8 <br />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 />() (} @ <br />TYPICAL BLOCK WALL <br />IF OPENING IS GREATER THAN 4, <br />PROVIDE 2x4 ON <br />• <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 />SIMPSON (2) MSTAM36 w/ (7) <br />TO BE INSTALLED AT EACH END. <br />BLOCK P <br />SIMPSON LSTA30 w/ <br />2x CRIPPLE AT EACH (22) 10d NAILS <br />10d NAILS & (4) 1/4 x2 1/4 <br />PLATE AOTTACHUT <br />PENING\ CENTERE <br />TAPCONS <br />�" <br />NAILS <br />NAIILEENDOD TOO STUD PACK i ' FLOOR DEDCK <br />FLOOR DECK <br />@/3'2O.C.d BEYOND <br />_X <br />DOUBLE <br />W/ 10d NAILS @ 8"o.c. <br />AGAINST 2x8 <br />2x8 TOP <br />FLOOR TRUSS/ I -JOIST 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 />2x4 W/ 2 ROWS <br />SIZE &CONNECTIONS <br />NOTE: <br />PER PLAN <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 4'-0" LONG. TYPICAL <br />W/ HIGH BM <br />FLOOR [DOUBLE STRAP] <br />TOP PLATE SPLICE DETAIL <br />9 <br />10 <br />SCALE: N.T.S. <br />SYSTEM 42 <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />co <br />cc a' t <br />tS► � i= <br />6 <br />' CJ CN \� W <br />IV t s Q 0 <br />.y <br />Zq ✓> 0 0 <br />. <br />a 0M ,; <br />s- <br />' ow <br />CV <br />CV <br />N <br />M <br />N <br />CV <br />it RAP <br />J <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 Ronda Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W <br />W <br />u) <br />Q O M 8cc <br />N <br />°0 <br />N J <br />cn <br />0 7 Cc t�A # LL W <br />- d <br />iii rn r - r- W <br />ILL <br />aM 7 a Y <br />0" au� <br />z�0 <br />Q r O W <br />Co N (O M OO J <br />cncn <br />a <br />Z <br />IL � <br />U U <br />O rii <br />Z <br />W ��� <br />z N �o <br />z W <br />z iz <br />Gc <br />J _ <br />n <br />M <br />N z � <br />W lJ O <br />+J <br />o <br />.0 <br />.Ri <br />W o <br />c w <br />U 6 <br />W J <br />E <br />'•u• <br />U o N <br />W <br />Q <br />®0 <br />o <br />Q <br />w <br />co <br />C13 <br />Z <br />o z <br />ZZ <br />J <br />CL E$ <br />tt <br />=o <br />Woa'L <br />g <br />>o <br />Z® <br />C6 <br />a= <br />°� <br />— <br />�o <br />0 <br />¢a <br />UO <br />O U <br />Z <br />C <br />O E <br />COV <br />a p <br />woo <br />¢ <br />rL � <br />w <br />L <br />U) e <br />- i <br />❑ <br />n o <br />'0 <br />o LL <br />> Z <br />(n J <br />�� <br />�w <br />o <br />a 3 <br />iZ <br />0 `� <br />U <br />d <br />m w <br />xk <br />o <br />aY <br />;o <br />co <br />V <br />ZIQ <br />U <br />0 <br />2O <br />= <br />> ILn <br />cc <br />~ <br />(Q <br />O <br />O <br />O <br />_ <br />Y <br />U <br />�I <br />N <br />00 <br />.� o <br />LO <br />N <br />Q M <br />T_ <br />6 <br />m <br />Z N <br />D w N <br />d <br />Z <br />z <br />E O <br />CU <br />d <br />U J Q <br />J <br />JOB <br />NO: 22-02396 <br />SCALE : AS NOTED <br />SHEET NO. <br />D 2 <br />