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3 <br />a <br />GV <br />LO <br />LO <br />v <br />S <br />Q <br />S <br />0 <br />J <br />7t <br />O <br />I <br />a <br />00 <br />00 <br />CV <br />0 <br />Cn <br />O <br />J <br />7t <br />O <br />I <br />N <br />LO <br />Ln <br />0 <br />Q <br />N <br />/ <br />a <br />E <br />ry <br />rn <br />N <br />0 <br />0 <br />C <br />J <br />LZ <br />0 <br />U <br />Cj <br />y <br />0 <br />a <br />U <br />a <br />z <br />Y <br />0 <br />0 <br />U <br />LZ <br />N <br />Cn <br />rn <br />00 <br />w <br />0 <br />0 <br />a <br />CD <br />C <br />N00 <br />0 <br />0 <br />a <br />m <br />(1) SIMPSON LSTA30 w/ (22) <br />(2)- 12d <br />GABLE END FLOOR <br />SEE SS FOR RETROFIT <br />10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" <br />TOENAILS 2x4 <br />TRUSS SEE R/S6 FOR <br />CONNECTION IF MSTAM36 <br />-1 OR 2 PLY GIRDER <br />PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 <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. - -- --(2) 2x SPF TOP PLATE <br />FLUSH W/ TOP <br />SEE FOR 2 OF MASONRY & 8d <br />BLOCKING INFO <br />A <br />O <br />1. APPLY SUB <br />----------SEE PLAN FOR CONN. <br />W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN <br />(2) 10d TOENAILS AT EA. <br />'° BLOCKING NAILS T/B FLANGE <br />(3) 2x # SPF <br />INTERIOR HEADER <br />DETAILS <br />+ <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 />ADHOESIVE TO <br />8" O.C. EACH SIDE <br />OPENING WIDTH 4 FEET. EXTERIOR HEADERS <br />2x4 CONTACT <br />_ <br />U.N.O. ON PLAN --'J <br />IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />• • ;a <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 />B 2x4 SIDE BRACE <br />AT 48" O.C. <br />EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ 6 <br />() 10d x 1 1/2" CLIP EACH SIDE ( ) <br />A SIMPSON LS30 w/ 6 10d <br />x 1 1/2" CLIP IS TO BE <br />OR FLOOR TRUSS FOR <br />BETWEEN JOISTS <br />2X CONT. RIBBON - <br />INSTALLED AT EA. END ' --_ 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 />° <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 <br />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) 10d <br />NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED • <br />SHEATHING (MIN. 7/16") <br />— FLOOR TRUSS/ <br />/ <br />NAILED TO STUD TO STUDS ABOVE PLATE <br />ON FLOOR SYSTEM TO MASONRY WALL °'• <br />BELOW. IF WOOD WALL IS BELOW USE (2) <br />VERIFY W/ PLAN <br />8d NAILS @ 3" O.C. <br />WALL SHEATHING <br />JOIST SEE PLAN <br />(2) 12d TOE NAILS TOP <br />(2) SIMPSON MSTAM36 w/ <br />(7) 10d NAILS & (4) 1/4"x2 <br />I -JOIST SEE PLAN <br />= _ —TIE BEAM <br />PACK w/10d NAILS : � <br />@ FLOOR DECK <br />8 o c - J <br />SIMPSON MSTA36 STRAPS w/ (26) 10d <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). <br />SCALE: N.T.S. <br />@ <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 />SECTION <br />CONNECTION IF MSTAM36 <br />CORNER CAN NOT BE INSTALLED <br />CONNECTION INFO TO <br />MASONRY WALL <br />(2) - 10d TOE NAILS <br />EACH SIDE <br />OTHERWISE DETAIL CAN BE IGNORED <br />FRAMING <br />ATTACHMENT <br />BLOCKING DETAIL 2 <br />GIRDER/COL. CONN. <br />@ 2nd FLOOR 3 <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) 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 />MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER <br />2x6 / 2x8 CRIPPLES @ 16" O.C. <br />JAMB STUD <br />CONNECTION IF <br />IS USED <br />NOTCHED AT HEADER LOCATION - _- (2) 2x8 OR (2) 2x6 TOP <br />- <br />- 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. <br />REQ'D TYP <br />O SIMPSON LSTA24 w/(18) 10d NAILS <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />_ _ <br />SEE INFO BELOW ON CONNECTION ` - PLATE SEE PLAN <br />ir <br />OF CRIPPLES IF LONGER THAN 8" <br />Ty P. <br />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 />CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT <br />A <br />TOP PLATES LENGTH ON STUDS W/ (11) 10d <br />(1) SIMPSON LSTA30 w/ (22) 10d <br />` <br />I <br />NAILS T STUDS A 1 1 O S U S ROVE & 1 Od <br />( ) <br />NAILS TO STUDS BELOW. <br />NAILS BENT OVER TOP PLATE <br />THEN DOWN THE FACE OF <br />2 - 2X SPF TOP PLATE <br />HEADER w/ (2) 12 TOENAILS i FLUSH w/ THE OUTSIDE <br />� i SEE PLAN FOR SIZE <br />�/ <br />2 x 4 #2 SPF STUDS <br />C SIMPSON SP1 10d <br />HEADER/ STUDS <br />(2) 2x HEADER SEE PLAN <br />2x6 / 2x8 WALL BEYOND SEE <br />HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER <br />AT 16 O.C. U.N.O. <br />_ G <br />� <br />D w/ 10 NAILS <br />O ( ) <br />INTERIOR HEADER <br />SEE PLAN FOR <br />NAILING AREA TYP. <br />CONNECTION <br />O '� <br />2 2x HEADER <br />SEE PLAN <br />„ <br />�E 5/8 A.B. @ 24 O.C. AND 6" FROM <br />MIN 3 2x #2 SPF STUDS <br />SFOR <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />EXTERIOR HEADERS <br />COL. SIZE -� <br />(2) SIMPSON MST37 <br />EACH END W/ 7" EMBEDMENT. IF <br />AT STEP DOWN LOCATION, MIN 7" <br />2 x SPF <br />ENDOFHEADER SEE Q/ ��" <br />REQ'D JAMB INFO <br />1 2x SILL PLATE W/ 2 12d TOENAILS. <br />O O <br />s OPENING LARGER THAN 4 ft (2) 2x <br />STRAPS w/ 42 16d NAILS <br />( ) <br />SEE STANDARD HEADER <br />DOUBLE 2x6 OR 2x8 TOP <br />PLATE SEE PLAN CONNECTION DETAILS FOR <br />MORE INFORMATION <br />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 />- ( ) <br />SIMPSON SP4 w/ 6 10d x 1 1/2 USE <br />PRE-ENGINEERED FO O ( <br />W/ (2) 12d TOENAILS T/B <br />(2) 10d TOENAILS AT EACH END OF <br />1 1/2 ESP FOR 2x8 <br />( US 8 <br />2 2 #2 <br />C B H B h C <br />FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 <br />—SILL OPENING WIDTH 4 FEET). <br />BAND JOIST & BLKG. <br />x - <br />O 1 WALL) @ 24" O.C. <br />(MAX. <br />OR LVL GIRDER <br />SYP U.N.O. <br />EWALL OR BEAM WALL) AT EACH STUD AT HEADER / <br />IF OPENING IS GREATER THAN 4, <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 w/IN 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 />D MULTIPLE STUD A <br />AN ULT LE S D PACKS <br />PACK W/ 10d NAILS 8 O.C. <br />TO BE INSTALLED A EACH END. D AT <br />L. SIZE , , <br />CO ZE <br />4 #2 SPF STUDS B <br />` 2 x S U <br />G INTERIOR HEADER <br />O <br />TYPICAL BLOCK WALL -- - _ <br />PLYWOOD ATTACHED PER <br />NAILING SCHEDULE <br />- SIMPSON HTT4 w/ (18) <br />„ <br />AT 16" O.C. U.N.O. (2) 2x HEADER G <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />1 NAIL 5/ <br />6d S & s <br />B 0 X HEADER <br />SEE PLAN <br />E F TYP F O <br />EXTERIOR HEADERS <br />(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 />FLOOR TRUSS/ I -JOIST SEE PLAN <br />--- TIE BEAM <br />U <br />•'• <br />ANCHOR BOLT w/ <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 <br />BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />TAPCONS <br />OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT <br />PROVIDE BLOCKING <br />16" 1SEE FOUND. PLAN FOR FTG. REQ. <br />HO STUDS UNDER 2nd FLOOR HEADER ARE <br />BELOW JAMBS <br />. <br />- <br />- TOP AND SIMPSON SP1 w/ (10) 10d <br />_ -. <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 />1 -4- <br />2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING <br />FOR FTG. REQ. <br />SITUATION. CONNECT G.T. TO <br />2x CRIPPLES TO <br />MATCH JACK ��- STUDS w/ (2) SIMPSON HTS20 w/ <br />AND EXTERIOR <br />ATTACHED PER NAILING SCHEDULE <br />HEADER CONN. @ 2nd FLOOR <br />STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND <br />� � BOTTOM TO HEADER <br />5 FOR EXTERIOR 2 STORY WALLS ONLY. <br />s <br />2 STORY COL. <br />a� <br />GIRDER <br />IF CRIPPLES ARE LESS THAN 8" <br />SHEATHING CAN STOP ONCE UNDER <br />7 <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 />- J - -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 />I -(2) SIMPSON LSTA24 w/ (18) 10d NAIL (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 />� <br />SIMPSON SP4 w/ (6) 10d x 1 1/2' (USE SP6 FOR <br />2x4 STUDS <br />PER PLAN <br />; - MIN (3) 2x #2 SPF STUDS @ END OF HEADER <br />SEE Q/S4 FOR REQ'D JAMB INFO <br />OTHERWISE DETAIL CAN BE IGNORED <br />lOd NAILS BENT OVER TOP <br />PLATE THEN DOWN THE <br />FACE OF HEADER/STUDS <br />2x6 WALL, <br />, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />(2) 2x HEADER SEE PLAN <br />DOUBLE 2x4 <br />SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. <br />FOR OPENINGS LESS THAN 4 0 WIDE, SILL MAY BE <br />SIMPSON LSTA30 w/ (22) 10d <br />- 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 <br />2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.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 />HEADER/ STUDS <br />---(2) 2X SPF TOP PLATE <br />2x HEADER SEE PLAN <br />MIN (3) 2x #2 SPF STUDS --�� <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />EXTERIOR HEADERS <br />3 O/ <br />,o <br />�,q� N� <br />- --- <br />2x CRIPPLES @ 16" O.C. - - , <br />�-(2) <br />@ END OF HEADER. SEE <br />_� <br />F 2x <br />2x STUDS @ 16" O.C. <br />W/ (2) 12d TOENAILS T/B <br />INTERIOR HEADER <br />Q/S4 FOR REQ'D JAMB <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />OPENING LARGER THAN 4 ft (2) 2x <br />�8° 4r -TOP SPLICE <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />INFO. <br />( 2) 10d TOENAILS AT EACH <br />EXTERIOR HEADERS <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />' <br />END OF SILL (MAX. OPENING - <br />WIDTH 4 FEET). IF OPENING <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING <br />LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON <br />2x CRIPPLE AT EACH END OF %�� <br />OPENING NAILED TO STUD <br />10d x 1 1/2" EACH SIDE <br />�_ <br />ALT. HEADER ANCHOR <br />IS GREATER THAN 4 FEET <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 />8 <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 <br />-,_ 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 <br />OF HEADER SEE Q/S4 FOR <br />`• <br />FEET BUT NOT EXCEEDING 6 FEET, <br />TOP OF 2x8 TO <br />EACH END <br />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 <br />-=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 <br />CENTERED <br />TAPCONS <br />, ; <br />W/ (2) 10d NAILS <br />NAILED TO STUD PACK / <br />`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 />` <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. <br />@ 2nd FLOOR <br />HEADER CONN. @ 2nd <br />AT LEAST 4'-0" LONG. TYPICAL <br />W/ HIGH BM <br />FLOOR <br />[DOUBLE STRAP] <br />TOP PLATE SPLICE DETAIL <br />9 <br />�0 <br />SCALE: N.T.S. <br />SYSTEM 42 <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />c4 <br />,r <br />F, s c; <br />0 <br />y � <br />N � <br />d N <br />Cn <br />✓ .✓N✓ r6 T <br />7 CY 'l i <br />N n <br />J <br />n- <br />Il1l//// <br />\\,\\\� Z C7 W <br />cli <br />W <br />/ <br />i It"I'111111111°001 <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />f <br />n <br />Q <br />e� E <br />O �M 8 <br />G <br />N N rT o <br />O C t0 ,n <br />Q) OD Q1 CCVV <br />7 lC) O <br />N <br />cn A <br />CN 0 <br />N O zs ip � <br />J, 2 7 w <br />� <br />LL SSS a <br />Z <br />co <br />L fe <br />Y <br />W <br />r°grnrn m w <br />Z <br />LL <br />J <br />°0 Z° d k <br />N O U <br />= <br />M W <br />❑ ❑ <br />QD rMi <br />Q V <br />V) <br />m <br />Cz <br />Q) <br />�4—J <br />LL <br />Tr• <br />cn <br />12) .ro <br />U <br />O <br />LL, ojift <br />N <br />LTW <br />IN <br />v <br />( <br />UQj <br />_ E <br />H J <br />J <br />U o <br />Y <br />Q <br />• <br />N CP <br />Sm <br />0 <br />w <br />z <br />LL- <br />E <br />r <br />ti F <br />p <br />`R <br />L e <br />14 <br />E U <br />CO <br />yo <br />❑ LL <br />Jn <br />z <br />O <br />O <br />� <br />�4 <br />� ` <br />oa <br />W w <br />N i <br />¢ <br />N <br />c <br />o <br />s� <br />n0 <br />ZN <br />a� <br />ws <br />a w <br />LL <br />in w <br />WCL <br />O <br />¢a <br />1 <br />�Zi <br />CDu <br />R <br />zI <br />F <br />Cl S <br />O <br />> LO <br />J <br />LO <br />LO <br />(0 <br />O <br />O <br />co <br />O <br />J <br />Y <br />� <br />T <br />� <br />� O <br />co <br />CV <br />m <br />m <br />Li•) <br />� <br />� <br />-p <br />Qi <br />O� I <br />(7 cV <br />0) <br />00 <br />04 <br />00 <br />lid <br />00 <br />CV <br />Q <br />N <br />LO -- <br />T <br />4' <br />m <br />w <br />M N <br />o <br />z <br />z <br />:3 <br />E O <br />00 <br />co <br />c <br />a <br />E <br />U -j <br />v ui <br />Q O <br />JOB <br />NO: <br />22-09414 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />D2 <br />