Laserfiche WebLink
3 <br />m <br />to <br />M <br />0 <br />0 <br />0 <br />a <br />0 <br />J <br />0 <br />I <br />z <br />m <br />N <br />to <br />LO <br />L <br />V) <br />0 <br />rn <br />t <br />LL <br />0 <br />5-4 <br />Q <br />9- <br />12 <br />0 <br />s <br />i <br />tL <br />O <br />�t <br />8 <br />.o <br />a <br />a <br />0 <br />c <br />Q <br />0 <br />d <br />N <br />cn <br />M <br />0 <br />0 <br />a <br />m <br />e <br />(1) SIMPSON LSTA30 w/ (22) <br />2 - 12dGABLE <br />() <br />END FLOOR <br />SEE SS FOR RETROFIT <br />10d NAILS BENT OVERTOP <br />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 />FACE OF HEADER/STUDS <br />FOR 2x8 WALL) <br />TO TRUSS TOP <br />CONNECTION INFO TO <br />CAN NOT BE INSTALLED <br />/ <br />TRUSS. SEE PLAN FOR <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 />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 />,/ �n <br />1. APPLY SUB <br />(3) 2x # SPF <br />(2) 10d TOENAILS AT EA. <br />END OF SILL. MAX. <br />INTERIOR HEADER <br />DETAILS <br />LO <br />FLOOR + <br />STUDS wl 10d @ <br />(2) - 2x SPF TOP PLATE <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 />() <br />• • •; <br />SURFACE Uq 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 />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. <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 />10d x 1 1!2" CLIP EACH SIDE <br />(3) 2x #2 SPF STUDS @ END OF <br />INSTALLED AT EA. END <br />_MIN <br />•°•• <br />CORRECT BLOCKING <br />w/ (3) 12d EA. END <br />FLOOR DECK <br />HEADER SEE Q/S4 FOR REQ'D JAMB <br />G.C. VERIFY INTERIOR <br />REQUIREMENTS <br />TO HORIZ. <br />TYPICAL BLOCK <br />2x CRIPPLE AT EA. <br />INFO <br />1/2" GYP. BOARD OR <br />(2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL <br />1-1/8" RIM BOARD <br />BLOCKING <br />WALL <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 />A :�. <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 wl10d NAILS <br />FLOOR DECK <br />BELOW. IF WOOD WALL IS BELOW USE 2 <br />O <br />WALL SHEATHING <br />(2) 12d TOE NAILS TOP <br />7 10d NAILS & 4 1/4"x2 <br />() () <br />TIE BEAM <br />@ 8 o.c. <br />FLOOR TRUSS! I -JOIST SEE PLAN <br />SIMPSON MSTA36 STRAPS w/ (26) 10d <br />TO RIM BOARD <br />& BOTT. CHORD <br />1/4" TITENS <br />SIMPSON LSTA30 FROM <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. <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 <br />DETAIL 2 <br />GIRDER/COL. CONN. <br />@ 2nd FLOOR 3 <br />HEADER CONN. @ 2nd <br />FLOOR 4 <br />j <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 />CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />2x6 / 2x8 CRIPPLES @ 16" O.C. <br />NOTCHED AT HEADER LOCATION <br />(2) 2x8 OR (2) 2x6 TOP <br />JAMB STUD <br />REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. <br />OSIMPSON LSTA24 w/(18) 10d NAILS <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />SEE INFO BELOW ON CONNECTION <br />OF CRIPPLES IF LONGER THAN 8" <br />PLATE SEE PLAN <br />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 (P8 FOR 2x8 WALL) 24" O.C.EE <br />PLAN FOR CONN° <br />TALL. (CONTRACTOR MAY USE RTT <br />CLIPS) NAIL BACK LEG OF CIPPLE TO <br />(2) 2x HEADER TO SIT <br />(1) SIMPSON LSTA30 w/ (22) 10d <br />@ . <br />q TOP PLATES LENGTH ON STUDS W/ (11) 10d <br />HEADER w/ (2) 12 TOENAILS <br />FLUSH w/ THE OUTSIDE <br />NAILS TO STUDS ABOVE & (11) 10d <br />NAILS BENT OVER TOP PLATE <br />(2) - 2X SPF TOP PLATE <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) 10d NAILS <br />° <br />INTERIOR HEADER <br />NAILING AREA (TYP.) <br />HEADER FLUSH TO OUTSIDE <br />FLOOR PLAN FOR HEADER <br />(2) 2x HEADER G <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />SEE PLAN COL. SIZE FOR <br />CONNECTION <br />SEE PLAN �E 5/8" A.B. @ 24" O.C. AND 6" FROM <br />EACH END W/ 7" EMBEDMENT. IF <br />MIN (3) 2x #2 SPF STUDS @ <br />END OF HEADER SEE Q/S4 FOR <br />EXTERIOR HEADERS <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />(2) SIMPSON MST37 <br />STRAPS w/ (42) 16d NAILS <br />DOUBLE 2x6 OR 2x8 TOP <br />SEE STANDARD HEADER <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 />SIMPSON SP4 wl 6 10d x 1 1/2" (USE <br />PRE-ENGINEERED O O <br />C `� <br />W! (2) 12d TOENAILS T/B <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 />C B H B FLOOR SYSTEM -' SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 <br />SILL(MAX. OPENING WIDTH 4 FEET). <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 />(BLOCK SOLID) <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 />STUDS ARE WIN WALL SYSTEM A.B. TO <br />TOP PLATES BE SPACED W/tN 6" FROM OPENINGS <br />OPENING NAILED TO STUD <br />A SIMPSON LS30 w! (6) 10d x 1 1/2" IS <br />TO BE INSTALLED AT EACH END. <br />SEE PLAN FOR <br />2 x CONT. T & B <br />AND MULTIPLE STUD PACKS <br />PACK W/ 10d NAILS @ 8"O.C. <br />COL. SIZE <br />2 x 2 SPF STUDS 1 4 #B O INTERIOR HEADER <br />2 x 12dTOENAILS. <br />2x SILL PLATE W/ <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 />O.C. U.N.O. (1) (2) <br />(2) 2x HEADER G EXTERIOR HEADERS <br />:: FLOOR TRUSS/ I -JOIST SEE PLAN <br />a°� <br />•• <br />ANCHOR BOLT w/ <br />(2) 2x TOP PLATE <br />SEE PLAN <br />E F TYP (1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE <br />SIMPSON MSTAM36 W/ 7 <br />O <br />10d NAILS & (4) 1/4"x21/4" <br />TIE BEAM <br />:; <br />MIN. 6" EMBEDMENT <br />2 SIMPSON LSTJ2 w/ 10 1 <br />O ( ) 0d <br />NAILS WRAPPED UP AND <br />2x CRIPPLES @ 16 O.C, w/ <br />" <br />D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />TAPCONSOVER <br />PROVIDE BLOCKING <br />TOP PLATE <br />SIMPSON SP2 w/ (12) 10d NAILS AT <br />SEE FOUND. PLAN FOR FTG. REQ. H� STUDS UNDER 2nd FLOOR HEADER ARE <br />BELOW JAMBS <br />° <br />ON SP1 w/ (10) 10d <br />NAPS AT BASE <br />SIMPSg" <br />NOT REQ'D TO HAVE CONNECTIONS. <br />'. a <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 />HTS20 <br />PROVIDE EXTERIOR SHEATHING <br />MATCH JACK <br />STUDS w! (2) SIMPSON w/ <br />ATTACHED PER NAILING SCHEDULE <br />AND EXTERIOR <br />HEADER CONN. @ 2nd FLOOR <br />STUDS BELOW <br />(24) 10d x 1 1/2" NAILS AT TOP AND <br />BOTTOM TO HEADER <br />5 FOR EXTERIOR 2STORY WALLS ONLY. <br />6 <br />2 STORY COL. <br />a� <br />GIRDER(-77-� <br />(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 />LONG NO STRAPS ARE REQ'D) <br />SCALE: N.T.S. <br />.o.°.u. .o:-1 <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 80-2 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 />2x4 STUDS <br />MIN (3) 2x #2 SPF STUDS @ <br />END OF HEADER <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <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 <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 />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 />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 />EXTERIOR HEADERS <br />3" O/C xrF <br /><,e�r tip <br />2x CRIPPLES 16" O.C. (2) 2x HEADER SEE PLAN <br />@ <br />@ END OF HEADER. SEE <br />F 2x <br />„ <br />2x STUDS @ 16 O.C. <br />W/ 2 12d TOENAILS T/B <br />O 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 />48„ 4 TOP SPLICE <br />2x SILL PLATE W/ (2) 12dTOENAILS. <br />(2) 10d TOENAILS AT EACH <br />INFO. <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />E <br />END OF SILL (MAX. OPENING EXTERIOR HEADERS <br />( ) 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 />° <br />ALT. HEADER ANCHOR <br />LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON <br />OPENING NAILED TO STUD <br />g <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 />° <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 />° <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 />�.. <br />W/ (2) 10d NAILS <br />NAILED TO STUD PACK FLOOR DECK <br />FLOOR DECK <br />" 2x4 BEYOND <br />@ 3O.C. <br />DOUBLE <br />W/ 10d NAILS @ 8"o.c. a <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 <br />2X CONT. RIBBON <br />2x8 STUDS 2x4 W/ 2 ROWS <br />PER PLAN <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 <br />[DOUBLE STRAP] <br />TOP PLATE SPLICE <br />DETAIL <br />9 <br />�o <br />1 <br />SCALE: N.T.S. <br />SYSTEM 42 <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />c� <br />c <br />C=,. <br />d <br />W <br />7CD <br />® <br />N to a <br />Ua `� QV <br />.d <br />d <br />so , y w sa <br />a <br />/EfJ��r ¢� <br />f • �fr�'%: <br />" V ,O Vp <br />�eetij�t <br />'mac. <br />�l i"i f 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 Florida Building Code - <br />Residential 7th Edition. Engineers <br />signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />M <br />WAN oak <br />g <br />�E <br />0 <br />$ <br />W <br />F�Lqs <br />o <br />0 <br />W <br />:t:�fh <br />.0 <br />�a °� N - <br />r " ° � <br />N <br />rn <br />LN+a �v 2S2S � <br />C <br />Q <br />J 5 LL Lu <br />u- u- 5 <br />Q/ <br />.,gn. <br />Lu <br />W <br />N O <br />$gym°' m <br />mz a G <br />0 <br />Z <br />N O U � 00 <br />Co <br />W <br />0El <br />Z N <br />�o <br />O <br />a <br />J <br />Ln <br />- N <br />M <br />Z a <br />V! <br />� <br />4 <br />� <br />U <br />—� <br />OLlj <br />g <br />L7) <br />N <br />c_ <br />1-- CA <br />U) <br />U <br />i <br />L" 1O <br />_ E <br />U o N <br />N <br />�0 <br />L <br />Q � o <br />m <br />�m <br />N �W <br />z <br />oa <br />w <br />z <br />¢ <br />E <br />=o <br />wz <br />>� <br /><o <br />Z® <br />a o <br />cc <br />�a <br />oa <br />UO <br />(fl <br />~C1 <br />0 U <br />O� <br />d B <br />CV <br />I <br />az <br />o <br />°do <br />az <br />L <br />_ <br />m� <br />O-� <br />zfA <br />a <br />aW <br />-' <br />� <br />sw <br />� z <br />z <br />go <br />cl- <br />�0 <br />az <br />c� <br />zF <br />o <br />w� <br />= h <br />�° <br />10¢ <br />a <br />OU <br />0 <br />= O <br />= <br />W <br />J <br />L0 <br />LO <br />H <br />�... <br />co <br />M <br />N <br />CV <br />T <br />Cr <br />) <br />N <br />m <br />m <br />r <br />Q <br />� <br />Q <br />N <br />I <br />N <br />N <br />.Q <br />N <br />T <br />i <br />Q <br />CM�.i <br />r <br />E <br />� <br />o <br />Z <br />f6 <br />� <br />M <br />N <br />CL, <br />U J <br />Q Q <br />J <br />JOB <br />NO: <br />22-06461 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />D2 <br />