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I 11 -__L1 II I!II L_ I�i9 '11if I 1 _''_ _ I 1 1 I_ II I' <br />at <br />'o <br />2 <br />0 <br />r- <br />r2 <br />LO <br />rn <br />i <br />m <br />rn <br />r- <br />L0 <br />N <br />2 <br />0 <br />0 <br />QD <br />LO <br />I <br />i <br />3 <br />C <br />Q <br />0 <br />i <br />a <br />E <br />iu <br />O <br />c <br />J <br />tz: <br />0 <br />U <br />v <br />c <br />U <br />i <br />U <br />7 <br />a <br />z <br />y <br />I <br />Y <br />0 <br />0 <br />U <br />LZ <br />00 <br />0 <br />:j <br />CL <br />0 <br />0 <br />0 <br />0 <br />-o <br />0 <br />N <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 />TO TRUSS TOP <br />CONNECTION INFO TO <br />CAN NOT BE INSTALLED / <br />TRUSS. SEE PLAN FOR <br />FACE OF HEADER/STUDS FOR 2x8 WALL) <br />@ 24" O.C. <br />- <br />EXT. SHEATHING <br />MASONRY WALL <br />QA BELOW AND ALT. <br />CONNECTION. <br />16" O.C. 2x CRIPPLES @ <br />(2) 2x SPF TOP PLATE <br />FLUSH W/ TOP <br />2 OF MASONRY & 8d <br />BLOCKING INFO <br />q <br />O <br />SEE PLAN FOR CONN. <br />W/ (2) 12d TOENAILS T/B <br />(2) 2x HEADER SEE PLAN <br />SEE FOR <br />BLOCKING NAILS T/B FLANGE <br />1. APPLY SUB <br />(3) 2x #SPF <br />(2) 10d TOENAILS AT EA. INTERIOR HEADER <br />DETAILS <br />FLOOR + <br />STUDS w/ 10d @ <br />(2) - 2x SPF TOP PLATE <br />END OF SILL. MAX. (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 />- <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 ,q 2x4 #2 BLOCKING <br />O <br />THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x <br />FLOOR SYSTEM <br />SEE PLAN «�s� <br />NOTE: VERIFY WITH FLOOR <br />FRAMING PLAN FOR I -JOIST <br />B 2x4 SIDE BRACE <br />., <br />AT 48 O.C. <br />EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) <br />A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE <br />x 1 1/2" CLIP IS TO BE <br />OR FLOOR TRUSS FOR <br />BETWEEN JOISTS <br />2X CONT. RIBBON <br />MIN 3 2x #2 SPF STUDS <br />INSTALLED AT EA. END O @ END OF <br />' <br />CORRECT BLOCKING <br />w/ 3 12d EA. END <br />() <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 />1/2" GYP. BOARD OR <br />BLOCKING <br />WALL <br />2x CRIPPLE AT EA. <br />SIMPSON LSTA30 w/ 10d <br />(2) SIMPSON MSTAM36 STRAPS w/ 7 10d <br />O <br />EXTERIOR STRUCTURAL <br />1-1/8 RIM BOARD <br />END OF OPENING (11) <br />NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED •• <br />�_ SHEATHING (MIN. 7/16") <br />FLOOR TRUSS/ <br />NAILED TO STUD TO STUDS ABOVE PLATE <br />ON FLOOR SYSTEM TO MASONRY WALL •°• •° <br />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 />`, �, <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 />SIMPSON MSTA36 STRAPS w/ 26 <br />( } 10d <br />TO RIM BOARD <br />& BOTT. CHORD <br />1/4,TITENS <br />FLOOR TRUSS! I -JOIST SEE PLAN <br />SIMPSON LSTA30 FROM <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 />O.C. (MAX) AND @ EACH <br />PROVIDE BLOCKING <br />FLOOR TRUSS/ SOLID _. <br />SCALE: N.T.S. <br />SEE SS FOR RETROFIT <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 />CONNECTION IF MSTAM36 <br />SEE R/S6 FOR <br />CONNECTION INFO TO <br />CORNERS <br />(2) - 10d TOE NAILS <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <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 r3 <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 A SIMPSON SP2 w/ (12) 10d NAILS <br />JAMB STUD <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 -- (2) 2x8 OR (2) 2x6 TOP <br />x x 8 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 />; <br />SEE INFO BELOW ON CONNECTION PLATE SEE PLAN <br />OF CRIPPLES IF LONGER THAN $" <br />v <br />P 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END <br />A TOP PLATES LENGTH ON STUDS W/ (11) 10d <br />(1) SIMPSON LSTA30 w/ (22) 10d <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 />HEADER w/ 12 TOENAILS FLUSH w/ THE OUTSIDE <br />NAILS TO STUDS ABOVE & (11) 10d <br />NAILS TO STUDS BELOW. <br />NAILS BENT OVER TOP PLATE <br />THEN DOWN THE FACE OF <br />(2) - 2X SPF TOP PLATE <br />(2) <br />SEE PLAN FOR SIZE <br />'- C <br />2 x 4 #2 SPF STUDS <br />�, D SIMPSON SP1 w/ 10 10d NAILS <br />AT 16 O.C. U.N.O. ( ) <br />O <br />HEADER/STUDS <br />2 2x HEADER SEE PLAN <br />2x6 / 2x8 WALL BEYOND SEE <br />HEADER FLUSH TO OUTSIDE -FL <br />FLOOR PLAN FOR HEADER <br />INTERIOR HEADER <br />NAILING AREA (TYP.) <br />(2) 2x HEADER G <br />SEE PLAN <br />OE 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 MSTA36 STRAPS w/ <br />CONNECTION <br />EACH END W/ 7" EMBEDMENT. IF <br />AT STEP DOWN LOCATION, MIN 7" <br />END OF HEADER SEE Q/S4 FOR <br />REQ'D JAMB INFO <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />OPENING LARGER THAN 4 ft (2) 2x <br />(26) 10d NAILS <br />DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER <br />PLATE SEE PLAN CONNECTION DETAILS FOR <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 SIMPSON SP6 w/ (6) 10d x <br />PRE-ENGINEERED F ' SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE <br />W/ (2) 12d TOENAILS T/B <br />(2) 10d TOENAILS AT EACH END OF <br />1 1/2" (USE SP8 FOR 2x8 <br />C �H ' B <br />C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />BAND JOIST & BLKG. <br />(2) 2 x #2 „ <br />SYP U.N.O. WALL) @ 24 O.C. <br />EWALL OR BEAM WALL) AT EACH STUD AT HEADER / <br />IF OPENING IS GREATER THAN 4, <br />OR LVL GIRDER <br />JAMB CONDITION OR IF BUILT-UP <br />7(2)1- 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO <br />2X CRIPPLE AT EACH END OF <br />FEET BUT NOT EXCEEDING 6 FEET, <br />(BLOCK SOLID) <br />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 />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 4 #2 SPF STUDS <br />B G ` INTERIOR HEADER <br />TYPICAL BLOCK WALL <br />PLYWOOD ATTACHED PER <br />NAILING SCHEDULE <br />SIMPSON HTT4 w/ (18) <br />—JIB <br />G -' (1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />16d NAILS & 5/8" <br />BOX HEADER <br />AT 16" O.C. U.N.O. 2 2x HEADER <br />() EXTERIOR HEADERS <br />SEE PLAN 1 2x SILL PLATE W/ 2 12d TOENAILS. <br />TYP �� O (} <br />OPENING LARGER THAN 4 ft 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 />" <br />ANCHOR BOLT w/ <br />�� <br />MIN. 6 EMBEDMENT <br />(2) SIMPSON LSTJ2 w/ 10 10d (2) 2x TOP PLATE <br />( ) <br />NAILS WRAPPED UP AND <br />D <br />2 x 4 P.T. (2) <br />BASE PLATE W/ SIMPSON LS30 10d x 1 1/2" EACH SIDE <br />TAPCONS <br />2x CRIPPLES @ 16" O.C. w/ <br />OVER TOP PLATE <br />o <br />w/ (6) <br />PROVIDE BLOCKING <br />SIMPSON SP2 w/ 12 10d NAILS AT <br />( ) <br />SEE FOUND. PLAN FOR FTG. REQ. ' <br />6" H 'STUDS UNDER 2nd FLOOR HEADER ARE <br />BELOW JAMBS <br />TOP AND SIMPSON SP1 w/ 10 10d <br />- - _ NAILS AT BASE ( ) <br />-- - <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 />,'I TO ANY GIRDER TRUSS IN THIS <br />2 STORY I NT. <br />BEARING WALL - PROVIDE EXTERIOR SHEATHING <br />FOR FTG. REQ. <br />2x CRIPPLES TO SITUATION. CONNECT G.T. TO <br />MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ <br />ATTACHED PER NAILING SCHEDULE <br />(24) 10d x 1 1/2" NAILS AT TOP AND <br />AND EXTERIOR EXTERIOR 2 STORY WALLS ONLY.BOTTOM <br />HEADER CO N N . a� 2nd FLOORK-6 <br />STUDS BELOW <br />TO <br />5 FOR <br />SHEATHING CAN STOP ONCE UNDER <br />2 STORY COL. aC� <br />GIRDER <br />HEADER <br />CRIPPLES ARE LESS THAN 8" <br />7 <br />(IF <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 />MORE INFORMATION <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 />HEADER STRAPS <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 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 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 />--- <br />- - - - -- -- - <br />PLATE THEN DOWN THE <br />FACE OF HEADER/STUDS <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'WIDE, SILL MAY BE <br />-0" <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 />MIN (3) 2x #2 SPF STUDS <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />3�� 0/ �XT <br />2x CRIPPLES @ 16" O.C. <br />(2) 2x HEADER SEE PLAN <br />@ END OF HEADER. SEE <br />EXTERIOR HEADERS <br />2x SILL PLATE W/ 12d TOENAILS. <br />�482x4TOA <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} (2) <br />OPENING LARGER THAN 4 ft (2) 2x <br />TOP SPLICE <br />tilj� <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 />A10d <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING <br />2x CRIPPLE AT EACH END OF <br />OPENING NAILED TO STUD <br />x 1 1/2" EACH SIDE <br />ALT. HEADER ANCHOR <br />IS GREATER THAN 4 FEET <br />LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON <br />H <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 <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 />' <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 />( ) <br />SIMPSON (2) MSTAM36 w/ (7) <br />10d NAILS & (4) 1/4"x2 1/4" <br />TO BE INSTALLED AT EACH END. <br />PLATE ATTACHIle <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 />0 <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 />SIZE & CONNECTIONS <br />BELOW JAMBS TIE BEAM 2X CONT. RIBBON <br />2x8 STUDS <br />PER PLAN 2x4 W! 2 ROWS <br />NOTE: <br />OF 10d NAILS <br />PLATE LENGTHS MUST BE <br />@ 3" O.C. <br />HEADER CONN. aC� 2nd FLOOR <br />HEADER CONN. a@ 2nd <br />AT LEAST 4'-0' LONG, TYPICAL <br />W/ HIGH <br />BM <br />FLOOR <br />[DOUBLE STRAP] <br />TOP PLATE SPLICE DETAIL <br />9 <br />10 <br />11 <br />SCALE: N.T.S. <br />SYSTEM 42 <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />- <br />/ <br />(D <br />z_M <br />o <br />zC) <br />z <br />E3C.- <br />Ln (D <br />� u, <br />w <br />ru o <br />0 w <br />o <br />on <br />CO <br />w <br />S <br />■ tRy"i <br />a) <br />M <br />= Q? <br />i <br />O o CN <br />0 <br />Lr�u-00 <br />U <br />00 <br />o <br />¢ � <br />U .o <br />Lo <br />�Qo <br />B D. <br />,,CxB `o C <br />=�Jl <br />N .O <br />r c <br />9 � o o ❑. <br />u,j <br />LW <br />LY V ¢,aLLL z a <br />Z ��� <br />U) M Eo <br />Z Q N¢C o <br />LL <br />W <br />O U U OO <br />WN'W.FD <br />t <br />= Q <br />.�• .; <br />44 <br />�� F 4o <br />FESStolt <br />� <br />j�''��f1dd1lltttl`►`0 <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 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />o <br />fF <br />� X, W� <br />Uzoo <br />zwZ <br />�_:owz <br />J <br />OE <br />O�°Co <br />" o <br />L <br />Z <br />T <br />Qo <br />� <br />oC <br />O <br />8 <br />f z <br />Z� <br />n <br />U <br />Z <br />< <br />�3 <br />D <br />10 <br />a <br />W <br />o <br />� <br />J <br />U <br />= <br />Ln <br />QW <br />LL <br />CZ <br />r O <br />J <br />Lr) <br />W <br />N <br />o <br />�zr <br />Q <br />a<tce <br />Z <br />Z <br />f o <br />Or2, <br />JLn <br />�—{ <br />LLI <br />Q <br />LL <br />Z <br />� <br />ao <br />� � u <br />�~o <br />�z <br />� <br />1,0 <br />Z <br />H, <br />m <br />o� <br />g <br />= <br />of <br />,—+ <br />a <br />V) <br />o <br />SCALE : AS NOTED <br />DATE : 7/26/2019 <br />TECH: FMALDONADO <br />VERSION NO. 5ol <br />SHEET NO. <br />D 2 <br />