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3 <br />a <br />0 <br /><J7 <br />N <br />LO <br />0 <br />N <br />I <br />m <br />N <br />M <br />a <br />v <br />N <br />O <br />J <br />OC <br />C <br />0 <br />in <br />a <br />3 <br />Cj <br />a <br />00 <br />O <br />cV <br />C <br />a <br />E <br />IV <br />c <br />y <br />C7 <br />LZ <br />0 <br />0 <br />C <br />y <br />a <br />a <br />0C <br />V <br />ILL <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 <br />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 />0 BELOW AND ALT. <br />CONNECTION. <br />2x CRIPPLES @ 1 O.C. <br />(2) 2x SPF TOP PLATE <br />F F SH W/ TOP <br />BLOCKING INFO <br />A <br />O <br />SEE PLAN FOR CONN. <br />IL <br />W/ (2) 12d TOENAILS T/B <br />(2) 2x HEADER SEE PLAN <br />SEE FOR <br />BLOCKING <br />2 0 MASOORY & 8d <br />NAILS T/B FLANGE <br />1. APPLY SUB <br />(3) 2x #SPF <br />(2) 10d TOENAILS AT EA. <br />INTERIOR HEADER <br />DETAILS <br />L <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 />r <br />2x STUDS <br />© <br />ADHESIVE TO <br />�� <br />8 O.C. EACH SIDE <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 />• • •; <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 />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 />MIN (3) 2x #2 SPF STUDS @ END OF <br />INSTALLED AT EA. END <br />•°' ' ° <br />CORRECT BLOCKING <br />w/ (3) 12d EA. END <br />FLOOR DECK <br />HEADER SEE Q/S4 FOR REQ'D JAMB INF <br />G.C. VERIFY INTERIOR <br />REQUIREMENTS <br />TO HORIZ. <br />TYPICAL BLOCK <br />2x CRIPPLE AT EA. <br />1/2" GYP. BOARD OR <br />BLOCKING <br />WALL <br />(2) SIMPSON MSTAM36 STRAPS w/ (7) 10d <br />EXTERIOR STRUCTURAL <br />1-1/8" RIM BOARD <br />FLOOR TRUSS/ <br />END OF OPENING <br />TO STUDSABSIMPSOVE VE PLATE <br />NAILS NAILS & (4) 1/4" x 2 1!4" TITENS CENTERED <br />SHEATHING (MIN. 7/16") <br />NAILED TO STUD <br />FLOOR DECK <br />ON FLOOR SYSTEM TO MASONRY WALL •° •° <br />VERIFY W/ PLAN <br />Sd NAILS @ 3" O.C. <br />JOIST SEE PLAN <br />(2) SIMPSON MSTAM36 w/ <br />I -JOIST SEE PLAN <br />PACK w/10d NAILS <br />BELOW. IF WOOD WALL IS BELOW USE (2) <br />WALL SHEATHING <br />(2) 12d TOE NAILS TOP <br />(7) 10d NAILS & (4) 1/4"x2 <br />) TIE BEAM <br />@ 8"o.c. <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />SIMPSON MSTA36 STRAPS w/ (26) 10d <br />ON ST <br />::1 <br />TO RIM BOARD <br />& BOTT. CHORD <br />1/4" TITENS <br />SIMPSON LSTA30 FROM WIN W <br />NAILS INSURE SOLID BLOCKING <br />AJS BLOCKING PANEL @ 24" <br />JAMB TO FLOOR TRUSS/ SOLID <br />IS INSTALLED). <br />SCALE: 1 1/2" =1'-0" <br />O.C. (MAX) AND @ EACH <br />PROVIDE BLOCKING <br />BLOCKING BELOW. <br />SCALE:3/4" 1'- 0" <br />GABLE END RIM JOIST <br />END OF WALL UNDER <br />BELOW JAMBS <br />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 <br />BLOCKING DETAIL 2 <br />GIRDER/COL. CONN. <br />@ 2nd FLOOR <br />HEADER CONN._@ 2nd <br />FLOOR 4 <br />1 <br />SCALE: 1/2" = 1'-0" <br />AS NOTED <br />SCALE: 3/4" = V-0" <br />SCALE: 1/2" = 1'-0" <br />SEE Q/S4 FOR <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />O 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 (2) 2x6 TOP <br />JAMB STUD <br />CONNECTION IF MSTAM36 <br />NOTCHED AT HEADER LOCATION <br />2x6 WALL USE SP8 FOR 2x8 WALL)@ 24" O.C. <br />REQ'D TYP <br />o°o <br />O SIMPSON 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 />o°uo°o• o°o <br />T 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 />2x8 WALL) 24" O.C. <br />SEE PLAN FOR CONN. <br />L. (CONTRACTOR MAY USE RTT <br />CLIPS) NAIL BACK LEG OF CIPPLE TO <br />(2) 2x HEADER TO SIT <br />A <br />TOP PLATES LENGTH ON STUDS W/ (11) 10d <br />(1) SIMPSON LSTA30 w/ (22) 10 <br />2x6 WALL, USE SP8 FOR @ <br />FLUSPLAN <br />NAILS TO STUDS ABOVE & (11) 10d <br />NAILS BENT OVER TOP PLATE <br />(2) - 2X SPF TOP PLATE <br />HEADER w/ (2) 12 TONEAILS <br />SEE FOR SIZE <br />2 x 4 #2 SPF STUDS <br />NAILS TO STUDS BELOW. <br />THEN DOWN THE FACE OF <br />HEADER/ STUDS <br />(2) 2x HEADER SEE PLAN <br />2x6 / 2x8 ND <br />C ° 16 O.C. U.N.O. <br />OD SIMPSON SP1 w/ (10) 10d NAILS <br />INTERIOR HEADER <br />NAILING AREA (TYP.) <br />HEADER FLUSH TO OUTSIDE <br />FLOOR PLANLFOR HEADER <br />G <br />(2) 2x HEADER <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />SEE PLAN FOR <br />COL. SIZE <br />CONNECTIONAT <br />CONNECTION <br />SEE PLAN <br />OE 5/8" A.B. @ 24" O.C. AND 6" FROM <br />MIN (O 2x #2 SPF STUDS @ <br />EXTERIOR HEADERS <br />(2) SIMPSON MSTA36 STRAPS w/ <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 />(26) 10d 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 />C B B C <br />PRE-ENGINEERED F SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE <br />O <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 />) @ <br />H <br />FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 <br />I <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 4ET) <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 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 />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 g <br />O INTERIOR HEADER <br />2x SILL PLATE W/ 12dTOENAILS. <br />TYPICAL BLOCK WALL <br />PLYWOOD ATTACHED PER <br />NAILING SCHEDULE <br />SIMPSON HTT4 w/ (18) <br />r, <br />16d NAILS & 5/8 <br />BOX HEADER <br />AT 16" O.C. U.N.O. (2) 2x HEADER G <br />(1) (2) <br />EXTERIOR HEADERS <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />ANCHOR BOLT w/ <br />(2) 2x TOP PLATE <br />SEE PLAN <br />E F TYP F F <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 />() <br />10d NAILS & 4 1/4"x2 1/4" <br />() <br />TIE BEAM <br />MIN. 6" EMBEDMENT <br />(2) SIMPSON LSTA12 w/ (10) <br />10d NAILS WRAPPED UP AND <br />2x CRIPPLES 16" O.C. w/ <br />@ <br />D <br />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 />SEE FOUND. PLAN FOR FTG. REQ. <br />H STUDS UNDER 2nd FLOOR HEADER ARE <br />O <br />BELOW JAMBS <br />a <br />- <br />OPAN <br />NAILS ADT BASESON SP1 w/ (10) 10d <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 />2 ST. 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 />AND EXTERIOR <br />P NAILING <br />ATTACHED PER NAILING SCHEDULE <br />ATTACHFOR <br />HEADER CONN. @ 2nd FLOOR <br />STUDS BELOW <br />(24) 10d x 1 1/2" NAILS AT TOP AND <br />BOTTOM TO HEADER <br />E RY WALLS ONLY. <br />5 EXTERIOR <br />6 <br />2 STORY COL <br />aC� <br />GIRDER <br />(IF CRIPPLES ARE LESS THAN 8" <br />SHEATHING CAN STOP ONCE UNDER <br />. <br />% <br />SCALE: 1/2" = 1'-0" <br />LOWER ROOF. <br />SYSTEM 42 <br />SCALE: 1/2" = 1'-0" <br />�° �° <br />LONG NO STRAPS ARE REQ'D) <br />SCALE: 1/2" = 1'-0" <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 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 OVER TOP <br />, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />2x6 WALL, <br />PER PLAN <br />SEE Q/S4 FOR REQ'D JAMB <br />INFO <br />OTHERWISE DETAIL CAN <br />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 <br />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 <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 />() <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 />A xTF <br />L9T ti02 <br />2x CRIPPLES @ 16" O.C. <br />(2) <br />@ END OF HEADER. SEE <br />k4 <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 />A8� T <br />TOP SPLICE• <br />til/N Op <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 />2x CRIPPLE AT EACH END OF <br />10d x 1 1/2" EACH SIDE <br />W. <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 <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 />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 />FEET BUT NOT EXCEEDING 6 FEET, <br />TOP OF 2x8 TO <br />° <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 />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 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 [DOUBLE STRAP] <br />TOP PLATE SPLICE DETAIL <br />9 <br />�o <br />�1 <br />SCALE: 1/2" = V-0" <br />SYSTEM 42 <br />SCALE: 1/2" = 1'-0" <br />SCALE: 3/4" = 1'-0" <br />C7 <br />CM <br />— O <br />zCO <br />z <br />U) z <br />Q <br />+_j u, <br />M o <br />•� <br />w <br />Of, <br />W <br />F- <br />c/)o <br />CCS t— <br />U <br />o0 <br />m <br />W <br />OV <br />N co <br />m co <br />c,) <br />_ <br />N M <br />O o 0 <br />C) <br />0 o <br />w"00 <br />00 <br />N no <br />¢� <br />�Q� <br />�a o <br />BID-1 <br />N �O <br />.w � N <br />v /� � <br />Y� � O N <br />�" <br />W M N & Z <br />2 Z z <br />F' J w <br />W" W <br />U110�� a <br />a 0 <br />G H o <br />2e�(�(pp <br />U)2 <br />E0 N Q <br />LL LU Q Nam z <br />O v U O <br />ow <br />•• . <br />_' <br />Q' r•'\ASE <br />1 •roCm <br />'q J <br />—' O Q <br />U <br />• <br />5�'4' 4`e• • to <br />•• <br />s••'' F L� •• �, <br />P <br />\1111 <br />Zz cROFES5`0 �0 <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 2017 Florida Building Code - <br />Residential 6th 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 />LENNAR <br />4600 W. Cypress St, Suite 200 ( Tampa, FL 33607 <br />www.LennarTampa.com <br />� Z <br />W <br />a 0. <br />f F <br />W < 0 iX <br />ooLO <br />Z U Z <br />Z <br />LLI <br />uj <br />� <br />Q <br />vl <br />z <br />O <br />z <br />z <br />U <br />i Z <br />u <br />U <br />z <br />-vv <br />w <br />N <br />�O <br />cn <br />z <br />o <br />> <br />06 <br />W <br />� x <br />N <br />M <br />� <br />000 <br />r Y P <br />_ <br />o <br />J <br />Q <br />8 <br />f0� <br />vO�a <br />W.n <br />Ln <br />PI <br />8 <br />z <br />z <br />N <br />N <br />5, 2 <br />Lu = <br />gzRtj <br />W <br />J <br />L^ / <br />W <br />C <br />G <br />A Cj Z p <br />Ln1-�U <br />$ F F <br />v0 <br />�z- <br />o <br />0° <br />� <br />oo <br />Z <br />g <br />= <br />� <br />O <br />rn <br />r__1 <br />a <br />V) <br />s <br />SCALE : AS NOTED <br />DATE : 6/20/2018 <br />TECH: MJAM ES <br />VERSION NO° 4 . 1_ <br />SHEET NO. <br />D2 <br />F I _T1 I t --------- ITFF_ IF I I <br />