Laserfiche WebLink
3 <br />J <br />In <br />00 <br />O <br />L0 <br />i <br />0 <br />rn <br />0 <br />O <br />0 <br />J <br />to <br />0 <br />00 <br />M <br />i <br />J <br />Q <br />00 <br />M <br />L0 <br />L0 <br />Cn <br />7 <br />v <br />O <br />to <br />0 <br />I <br />N <br />N <br />L(i <br />O <br />Iri <br />i <br />L0 <br />L <br />O <br />Cr <br />N <br />O <br />Q� <br />N <br />N <br />v <br />n. <br />rn <br />0 <br />0 <br />0 <br />J <br />d <br />0 <br />U <br />J <br />N <br />r7 <br />N <br />0 <br />v <br />0 <br />a_ <br />M <br />0 <br />LO <br />0 <br />0 <br />CD <br />z <br />W <br />m <br />v <br />(1) SIMPSON LSTA30 w/ (22) <br />(2)- 12d <br />GABLE END FLOOR <br />SEE SS FOR RETROFIT <br />1Od NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" <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 />NJ EXT. SHEATHING <br />MASONRY WALL <br />Q BELOW AND ALT. <br />CONNECTION. <br />2x CRIPPLES @ 16" O.C. (2 ) 2x SPF TOP PLATE <br />FLUSH W/TOP <br />BLOCKING INFO <br />Q <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 />° <br />1. APPLY SUB <br />3 2x # SPF <br />() <br />(2) 1 Od TOENAILS AT EA. INTERIOR HEADER <br />DETAILS <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. EXTERIOR HEADERS <br />2x4 CONTACT <br />U.N.O. ON PLAN <br />IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />• • ;,; <br />SURFACE A 2x4 #2 BLOCKING <br />THAN 4 FEET BUT NOT 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 />OR FLOOR TRUSS FOR <br />B 2x4 SIDE BRACE <br />AT 48" O.C. <br />BETWEEN JOISTS <br />2X CONT. RIBBON <br />EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) <br />A SIMPSON LS30 w/ (6) 1 Od 10d x 1 1/2" CLIP EACH SIDE <br />x 1 1/2" CLIP IS TO BE <br />INSTALLED AT EA. END <br />CORRECT BLOCKING <br />w/ (3) 12d EA. END <br />HEADER SE 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 SIMPSON LSTA30 w/ (11) 1Od <br />NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED • � : � SHEATHING (MIN. 7/16") <br />FLOOR TRUSS/ <br />NAILED TO STUD 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/1 Od NAILS <br />FLOOR DECK <br />BELOW. IF WOOD WALL IS BELOW USE (2) <br />WALL SHEATHING <br />(2) 12d TOE NAILS TOP <br />(7) 1Od NAILS & (4) 1/4"x2 <br />TIE BEAM <br />@ 8„0 <br />SIMPSON MSTA36 STRAPS w/ (26) 1Od <br />TO RIM BOARD <br />& BOTT. CHORD <br />1/4" TITENS <br />SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN <br />NAILS (G.C. TO INSURE SOLID BLOCKING <br />AJS BLOCKING PANEL @ 24 <br />WINDOW JAMB TO <br />IS INSTALLED). SCALE: N.T.S. <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. @ 2nd FLOOR rTN <br />HEADER CONN. @ 2nd 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) 1 Od 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 IF 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 />NOTCHED AT HEADER LOCATION (2) (2) <br />REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. <br />OSIMPSON LSTA24 10d NAILS <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />SEE INFO BELOW ON CONNECTION PLATE SEE PLAN <br />w/(18) <br />o°o o00 0 <br />OF CRIPPLES IF LONGER THAN 8" <br />o °ol <br />P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END <br />C <br />SIMPSON SP4 w/ (6) 1Od 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 (2) 2x HEADER TO SIT <br />{ A TOP PLATES LENGTH ON STUDS W/ (11) 10d <br />(1) SIMPSON LSTA30 w/ (22) 10d <br />NAILS TO STUDS ABOVE & (11) 1 Od <br />NAILS BENT OVER TOP PLATE <br />(2) - 2X SPF TOP PLATE <br />HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE <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. D SIMPSON SP1 w/ (10) 1Od NAILS <br />o O <br />INTERIOR HEADER <br />NAILING AREA (TYP.) <br />HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER <br />G <br />(2) 2x HEADER <br />(E 5/8" A.B. 24" O.C. AND 6" FROM <br />MIN (3) 2x #2 SPF STUDS @ <br />1 2x SILL PLATE W/ 2 12dTOENAILS. <br />EXTERIOR HEADERS ) <br />SEE PLAN FOR <br />COL. SIZE <br />(2) SIMPSON MST37 <br />CONNECTION <br />SEE PLAN @ <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 />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 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 SIMPSON SP6 w/ (6) 10d x <br />.�' PRE-ENGINEERED O SIMPSON SP4 w/ (6) 1 Od 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 />O <br />(2) 10d TOENAILS AT EACH END OF <br />BAND JOIST & BLKG. <br />1 1/2" (USE SP8 FOR 2x8 <br />(2) 2 x #2 WALL) @ 24" O.C. <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />SYP U.N.O. <br />KN EWALL OR BEAM WALL AT EACH STUD AT HEADER / <br />IF OPENING IS GREATER THAN 4, <br />(R LVL GIRDER <br />° JAMB CONDITION OR IF BUILT-UP <br />2 - 2 x 4 SPF <br />O <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 />I. <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 />g INTERIOR HEADER <br />2 x 4 #2 SPF STUDS OG <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 />16d NAILS & 5/8" <br />ANCHOR BOLT w/ <br />BOX HEADER <br />SEE PLAN <br />E F TYP F 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) 1Od (2) 2x TOP PLATE <br />NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ <br />D :I BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />TAPCONS <br />PROVIDE BLOCKING <br />OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT <br />6" 1 SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE <br />BELOW JAMBS <br />s r r - TOP AND SIMPSON SP1 w/ (10) 1 Od <br />o ° <br />— ° NAILS AT BASE <br />NOT REQ'D TO HAVE CONNECTIONS. <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 />—`�'— <br />2 STORY I NT. BEARING WALL <br />FOR FTG. REQ. <br />TO SITUATION. CONNECT G.T. TO <br />PROVIDE EXTERIOR SHEATHING <br />STUDS w/ (2) SIMPSON HTS20 w/ <br />MATCH JACK <br />MATCH JACK <br />ATTACHED PER NAILING SCHEDULE <br />AND EXTERIOR <br />HEADER CONN. <br />@ 2nd FLOOR <br />(24) 1Od x 1 1/2" NAILS AT TOP AND <br />STUDS BELOW <br />BOTTOM TO HEADER <br />5 FOR EXTERIOR 2 STORY WALLS ONLY. <br />6 <br />2 STORY COL. <br />aC� <br />GIRDER <br />j (IF CRIPPLES ARE LESS THAN 8" <br />SHEATHING CAN STOP ONCE UNDER <br />SCALE: N.T.S. LOWER ROOF. <br />SYSTEM 42 <br />SCALE: N.T.S. <br />7 <br />LONG NO STRAPS ARE REQ'D) <br />SCALE: N.T.S. <br />• __ <br />ADDITIONAL STRAPS <br />SEE STANDARD HEADER REQUIRED AT TOP PLATE <br />CONNECTION DETAILS FOR TO STUDS TO MATCH <br />MORE INFORMATION HEADER STRAPS <br />SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <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 />00 <br />MIN (3) 2x #2 SPF STUDS @END OF HEADER <br />OTHERWISE DETAIL CAN BE IGNORED <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 INFO <br />PLATE THEN DOWN THE <br />• <br />SIMPSON LS30 w/ (6) 10d x 1 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) 1Od SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />2x CRIPPLES @ 16" O.C. <br />• <br />TOP PLATE <br />ATTACHED w/ (2) 16d TOENAILS AT EACH ENDj <br />NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" Q.C. <br />W/ (2) 12d TOENAILS T/B <br />THEN DOWN THE FACE OF <br />INTERIOR HEADER <br />2 WS 10d @ <br />(2) 2x SILL PLATE <br />DS 2 2X SPF TOP PLATE <br />HEADER/ STU() <br />MIN (3) 2x #2 SPF STUDS <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />3„ O! � .F-T <br />2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN <br />@ END OF HEADER. SEE <br />EXTERIOR HEADERS <br />1 2x SILL PLATE W/ 2 12d TOENAILS. <br />• <br />F 2k <br />2x STUDS @ 16" O.C. <br />W/ (2) 12d TOENAILS T/B INTERIOR HEADER <br />Q/S4 FOR REQ'D JAMB <br />() () <br />OPENING LARGER THAN 4 ft (2) 2x <br />• <br />A � � <br />8 T TOP SPLICE <br />tiljN Op <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />INFO. <br />• <br />(2) 1Od TOENAILS AT EACH EXTERIOR HEADERS <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />END OF SILL (MAX. OPENING <br />OPENING <br />WIDTH 4 FEET). IF OPENING <br />2xF <br />1Od x 1 1/2" EACH SIDE <br />ALT. HEADER ANCHOR <br />LARGER THAN 4 ft (2)(2x SIdLL PLATE W/ <br />IS GREATER THAN 4 FEET <br />OPENING NAILED TO STUD <br />° <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 />f ) <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 />° ° <br />EACH END REQ'D JAMB INFO <br />A SIMPSON LS30 w/ (6) 1 Od x 1 1/2" IS <br />BLOCK OUT TOP <br />2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS <br />1SOd NAILS (&)( )STD M2 1/36 �/ (7) <br />TO BE INSTALLED AT EACH END. <br />PLATE ATTACH <br />END OF OPENING CENTERED <br />TAPCONS <br />,;; ) <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/ 1 Od 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 />PER PLAN 2x4 W/ 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 4'-0" LONG. TYPICAL <br />W/ HIGH BM <br />FLOOR [DOUBLE STRAP] <br />TOP PLATE SPLICE DETAIL <br />s <br />10 <br />1 <br />SCALE: N.T.S. <br />SYSTEM 42 <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />cv <br />0 <br />N <br />e'er <br />C3 <br />o <br />� <br />> -® <br />? W <br />0 <br />L- <br />a9 o <br />m <br />L11- <br />cr- M <br />�® <br />o E <br />ro ;a <br />\`�`�®,��tttNlBl11 <br />vv <br />Y Y ( Y \ <br />LL <br />;' CD10 <br />�a. 0� <br />� <br />F L��. <br />F.,•Y• Ye°Y. <br />,�'fffif f 3 t 11!'�4ttttt <br />`\ <br />To the best of the Engineers 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />a o E <br />` <br />O N 1p <br />_ t0 N N_ °� <br />0 CO <br />fl' <br />g <br />u, N <br />�� <br />N M V z i! LL <br />N 5 J <br />W <br />W <br />z r �o C) <br />1 n <br />W ?@ NO� O <br />WW U) m <br />00 <br />6 M Z <br />`I <br />Z OU O o <br />�F <br />❑ ❑ <br />N th <br />og <br />65 N <br />� o � <br />Q <br />U) M <br />V) Z v <br />c <br />1 (Jr <br />VJ o <br />a--j <br />° <br />U <br />0 <br />�N U) <br />w <br />''+ x3 — 8 <br />1�.. <br />V O N <br />° <br />CO <br />Q N 0 <br />IIII! <br />o <br />_ <br />w <br />M <br />¢ <br />Z <br />LL <br />C6 E <br />p <br />U <br />zo <br />o0 <br />wz <br />>M <br />Qry <br />zp <br />oa <br />�_ n; <br />0. <br />0 <br />00 <br />U <br />C7 E <br />C7 E <br />�< <br />¢ O <br />p ¢ <br />z <br /><o <br />J <br />C,0 <br />p <br />0 �m0 r <br />o <br />u g <br />0 <br />J <br />z z <br />0- . <br />Z <br />go <br />W <br />U:)o <br />>, <br />LL <br />d Z <br />n W <br />m <br />¢ ¢ <br />oLL <br />;w <br />¢ <br />F3 <br />= <br />� <br />QQ <br />III <br />CO <br />oI< <br />a0 <br />° <br />.� Ip <br />J <br />�c.6 <br />LO <br />LO <br />c <br />O <br />CD <br />CT ° <br />CD <br />T <br />U) O <br />CN <br />W <br />CO <br />Ln <br />r <br />O <br />O <br />N U <br />0 <br />Lf7l <br />c� N <br />C� <br />00 <br />m <br />Ln <br />O <br />M <br />to r <br />.� <br />r <br />E <br />(0o <br />C <br />Z <br />Z <br />y <br />E 0 <br />cc <br />d <br />0 a m <br />U J Q 0 <br />C <br />J <br />JOB <br />NO: 23-06134 <br />SCALE : AS NOTED <br />SHEET NO. <br />D2 <br />T - - --- - -t <br />�I T oT. IJL --II- <br />