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T <br />J <br />i <br />i <br />I <br />i <br />i <br />I <br />I <br />i <br />I <br />I <br />I <br />I <br />I <br />---------------------------- <br />(2) SIMPSON MSTAM36 STRAPS w/ (7) 10d <br />NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED <br />ON FLOOR SYSTEM TO MASONRY WALL <br />BELOW. IF WOOD WALL IS BELOW USE (2) <br />SIMPSON MSTA36 STRAPS w/ (26) 10d <br />NAILS (G.C. TO INSURE SOLID BLOCKING . <br />IS INSTALLED). <br />SEE FOR 2 <br />BLOCKING <br />DETAILS <br />FLOOR SYSTEM <br />SEE PLAN <br />EXT. SHEATHING <br />FLUSH W/ TOP <br />OF MASONRY & 8d <br />NAILS T/B FLANGE <br />2x STUDS—\, <br />G.C. VERIFY INTERIOR <br />1/2" GYP. BOARD OR <br />EXTERIOR STRUCTURAL <br />SHEATHING (MIN. 7/16") <br />VERIFY W/ PLAN <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SEE SS FOR RETROFIT <br />CONNECTION IF MSTAM36 <br />SECTION CORNER CAN NOT BE INSTALLED <br />FRAMING ATTACHMENT 1 <br />N.T.S. <br />SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />JAMB STUD <br />AO SIMPSON SP2 w/ (12) 10d NAILS <br />2x6 WALL,USE SP8 FOR 2x8 WALL)@ 24" O.C. <br />REQ'D TYP <br />BO SIMPSON LSTA24 w/(18) 10d NAILS <br />a. a. <br />P. <br />2 - 2 x 4 SPF <br />@) SIMPSON CS16 w/ MIN. 12" END <br />A <br />TOP PLATES <br />LENGTH ON STUDS W/ (11) 10d <br />NAILS TO STUDS ABOVE & (11) 10d <br />NAILS TO STUDS BELOW. <br />2 x 4 #2 SPF STUDS <br />C <br />AT 16" O.C. U.N.O. <br />O SIMPSON SP1 w/ (10) 10d NAILS <br />(2) 2x HEADER <br />G <br />SEE PLAN <br />�E 5/8" A.B. @ 24" O.C. AND 6" FROM <br />EACH END W/ 7" EMBEDMENT. IF <br />AT STEP DOWN LOCATION, MIN 7" <br />2 x SPF <br />EMBEDMENT PAST STEP. <br />BASE PLATE <br />PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE <br />C <br />B H B <br />C <br />FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 <br />EWALL OR <br />BEAM WALL) AT EACH STUD AT HEADER / <br />o <br />JAMB CONDITION OR IF BUILT-UP <br />(2) - 2 x 4 SPF <br />STUDS ARE WIN WALL SYSTEM A.B. TO <br />TOP PLATES <br />BE SPACED W/IN 6" FROM OPENINGS <br />AND MULTIPLE STUD PACKS <br />0 <br />2 x 4 #2 SPF STUDS <br />B <br />O INTERIOR HEADER <br />AT 16" O.C. U.N.O. <br />(2) 2x HEADER <br />G <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />SEE PLAN <br />EXTERIOR HEADERS <br />E <br />F <br />TYP.F <br />F <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />D <br />2 x 4 P.T. <br />OPENING LARGER THAN 4 ft (2) 2x SILL PLATE <br />BASE PLATE <br />W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />g" <br />SEE FOUND. PLAN FOR FTG. REQ. <br />HO STUDS UNDER 2nd FLOOR HEADER ARE <br />NOT REQ'D TO HAVE CONNECTIONS. <br />ATTACH STUDS w/ (3) 12d TOENAILS T&B <br />2 STORY I NT. BEARING WALL <br />PROVIDE EXTERIOR SHEATHING <br />AND EXTERIOR <br />ATTACHED PER NAILING SCHEDULE <br />rj <br />FOR EXTERIOR 2 STORY WALLS ONLY. <br />SHEATHING CAN STOP ONCE UNDER <br />SCALE: N.T.S. <br />LOWER ROOF. <br />SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />OTHERWISE DETAIL CAN BE IGNORED <br />SIMPSON LSTA30 w/ (22) 10d <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />NAILS BENT OVER TOP PLATE <br />2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />THEN DOWN THE FACE OF <br />HEADER/ STUDS <br />(2) 2X SPF TOP PLATE <br />2x CRIPPLES @ 16" O.C. <br />(2) 2x HEADER SEE PLAN <br />W/ (2) 12d TOENAILS T/B <br />INTERIOR HEADER <br />(2) 10d TOENAILS AT EACH <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />EXTERIOR HEADERS <br />END OF SILL (MAX. OPENING <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING <br />WIDTH 4 FEET). IF OPENING <br />LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON <br />IS GREATER THAN 4 FEET <br />LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />BUT NOT EXCEEDING 6 FEET, <br />A SIMPSON LS30 w/ (6) 10d x 1 <br />MIN (3) 2x #2 SPF STUDS @ END <br />1/2" IS TO BE INSTALLED AT <br />OF HEADER SEE Q/S4 FOR <br />EACH END <br />REQ'D JAMB INFO <br />2x CRIPPLE AT EACH <br />SIMPSON LSTA30 w/ (22) 10d NAILS <br />END OF OPENING <br />CENTERED <br />NAILED TO STUD PACK j <br />FLOOR DECK <br />W/ 10d NAILS @ 8"o.c. <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />SEE PLAN FOR BEAM <br />SIZE & CONNECTIONS <br />HEADER CONN. <br />a� 2nd FLOOR <br />W/ HIGH BM <br />SCALE: N.T.S. <br />(2)- 12d <br />TOENAILS 2x4 <br />TO TRUSS TOP <br />GABLE END FLOOR <br />TRUSS SEE R/S6 FOR <br />CONNECTION INFO TO <br />MASONRY WALL <br />�A BELOW AND ALT. <br />BLOCKING INFO O <br />A <br />1. APPLY SUB <br />FLOOR <br />ADHESIVE TO <br />2x4 CONTACT <br />llt�� I SURFACE <br />0 2x4 #2 BLOCKING <br />NOTE: VERIFY WITH FLOOR <br />B 2x4 SIDE BRACE <br />FRAMING PLAN FOR I -JOIST <br />AT 48" O.C. <br />OR FLOOR TRUSS FOR <br />BETWEEN JOISTS <br />CORRECT BLOCKING <br />w/ (3) 12d EA. END <br />REQUIREMENTS <br />TO HORIZ. <br />BLOCKING <br />1-1/8" RIM BOARD <br />JOIST SEE PLAN <br />8d NAILS @ 3" O.C. <br />WALL SHEATHING <br />(2) 12d TOE NAILS TOP <br />TO RIM BOARD <br />& BOTT. CHORD <br />AJS BLOCKING PANEL @ 24" <br />O.C. (MAX) AND @ EACH <br />GABLE END RIM JOIST <br />END OF WALL UNDER <br />SEE R/S6 FOR <br />CORNERS <br />CONNECTION INFO TO <br />(2) - 10d TOE NAILS <br />MASONRY WALL <br />EACH SIDE <br />BLOCKING <br />DETAIL 2 <br />SCALE: N.T.S. <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 />CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />(1) SIMPSON LSTA30 w/ (22) 10d <br />2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />NAILS BENT OVER TOP PLATE <br />(2) - 2X SPF TOP PLATE <br />THEN DOWN THE FACE OF <br />HEADER/ STUDS <br />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />MIN 3 2x #2 SPF STUDS <br />() @ <br />EXTERIOR HEADERS <br />END OF HEADER SEE Q/S4 FOR <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />REQ'D JAMB INFO <br />OPENING LARGER THAN 4 ft (2) 2x <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />2x CRIPPLES @ 16" O.C. <br />10d x 1 1/2" EACH SIDE <br />W/ (2) 12d TOENAILS T/B <br />(2) 10d TOENAILS AT EACH END OF <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />IF OPENING IS GREATER THAN 4, <br />2X CRIPPLE AT EACH END OF <br />FEET BUT NOT EXCEEDING 6 FEET, <br />OPENING NAILED TO STUD <br />A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS <br />PACK W/ 10d NAILS @ 8"O.C. <br />TO BE INSTALLED AT EACH END. <br />PLYWOOD ATTACHED PER <br />TYPICAL BLOCK WALL <br />NAILING SCHEDULE <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />SIMPSON MSTAM36 W/ (7) <br />TIE BEAM <br />10d NAILS & (4) 1/4"x2 1/4" <br />TAPCONS <br />PROVIDE BLOCKING <br />BELOW JAMBS <br />HEADER CONN. a-N 2nd FLOOR <br />SYSTEM 42 SCALE: N.T.S. <br />m <br />SEE SS FOR RETROFIT <br />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 LSTA30 w/ (22) <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />10d NAILS BENT OVERTOP <br />2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />PLATE THEN DOWN THE <br />(2) 2x HEADER SEE PLAN <br />FACE OF HEADER/STUDS <br />2x CRIPPLES @ 16" O.C. <br />W/ (2) 12d TOENAILS T/B <br />INTERIOR HEADER <br />MIN (3) 2x #2 SPF STUDS <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />@ END OF HEADER. SEE <br />EXTERIOR HEADERS <br />Q/S4 FOR REQ'D JAMB <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />INFO. <br />OPENING LARGER THAN 4 ft (2) 2x <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />2x CRIPPLE AT EACH END OF <br />10d x 1 1/2" EACH SIDE <br />OPENING NAILED TO STUD <br />PACK W/ 10d NAILS <br />; (2) 10d TOENAILS AT EACH END OF <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />TYPICAL BLOCK WALL <br />IF OPENING IS GREATER THAN 4, <br />FEET BUT NOT EXCEEDING 6 FEET, <br />A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS <br />SIMPSON (2) MSTAM36 w/ (7) <br />TO BE INSTALLED AT EACH END. <br />10d NAILS & (4) 1 /4"x2 1/4" <br />TAPCONS <br />+ ' <br />FLOOR DECK <br />PROVIDE BLOCKING <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />BELOW JAMBS TIE BEAM <br />ZX CONT. RIBBON <br />HEADER CONN. @ 2nd <br />FLOOR [DOUBLE STRAP] <br />SYSTEM 42 <br />SCALE: N.T.S. <br />SEE SS FOR RETROFIT <br />CONNECTION IF MSTAM36 <br />CAN NOT BE INSTALLED <br />(3) 2x # SPF <br />STUDS w/ 10d @ <br />8" O.C. EACH SIC <br />U.N.O. ON PLAN <br />2X CONT. RIBBON - <br />TYPICAL BLOCK <br />WALL — <br />(2) SIMPSON MSTAM36 w/ <br />(7) 10d NAILS & (4) 1/4"x2 <br />1/4" TITENS <br />GIRDER/COL. CONN. <br />)R 2 PLY GIRDER <br />IUSS. SEE PLAN FOR <br />)NNECTION. <br />=E PLAN FOR CONN. <br />- 2x SPF TOP PLATE <br />FLOOR DECK <br />FLOOR TRUSS/ <br />I -JOIST SEE PLAN <br />TIE BEAM <br />PROVIDE BLOCKING <br />BELOW JAMBS <br />2nd FLOOR <br />SCALE: N.T.S. <br />EE PLAN FOR CONN. <br />SEE PLAN FOR <br />COL. SIZE <br />; <br />NAILING AREA (TYP.) <br />' (2) SIMPSON MST37 <br />STRAPS w/ (42) 16d NAILS <br />FLOOR SYSTEM OR <br />2-STY. FRAMING <br />BAND JOIST & BLKG. <br />OR LVL GIRDER <br />(BLOCK SOLID) <br />SEE PLAN FOR <br />COL. SIZE <br />SIMPSON HTT4 w/ (18) <br />16d NAILS & 5/8" <br />ANCHOR BOLT w/ <br />.. <br />MIN. 6" EMBEDMENT <br />SEE FOUNDATION PLAN <br />FOR FTG. REQ. <br />2 STORY COL. a@ GIRDER 7 <br />SCALE: N.T.S. <br />2x4 STUDS <br />PER PLAN <br />DOUBLE 2x4 <br />TOP PLATE <br />2 WS 10d @ <br />3" O/C �cXr <br />M�ti OA <br />PROVIDE 2x4 ON <br />TOP OF 2x8 TO <br />BLOCK OUT TOP <br />PLATE ATTACH <br />W/ (2) 10d NAILS <br />@ 3" O.C. 2x4 BEYOND <br />AGAINST 2x8 <br />STUDS <br />2x8 STUDS <br />PER PLAN <br />NOTE: <br />PLATE LENGTHS MUST BE <br />AT LEAST 4'-0" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL <br />SCALE: N.T.S. <br />3 <br />TOP SPLICE <br />(1) SIMPSON LSTA30 w/ (22) <br />10d NAILS BENT OVERTOP <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" <br />PLATE THEN DOWN THE <br />(USE SP6 FOR 2x6 WALL, USE SP8 <br />FACE OF HEADER/STUDS <br />FOR 2x8 WALL) <br />@ 24" O.C. <br />2x CRIPPLES @ 16" O.C. <br />(2) 2x SPF TOP PLATE <br />W/ (2) 12d TOENAILS T/B <br />(2) 2x HEADER SEE PLAN <br />(2) 10d TOENAILS AT EA. <br />INTERIOR HEADER <br />END OF SILL. MAX. <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />OPENING WIDTH 4 FEET. <br />EXTERIOR HEADERS <br />IF OPENING IS GREATER , <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />THAN 4 FEET BUT NOT <br />OPENING LARGER THAN 4 ft (2) 2x <br />EXCEEDING 6 FEET. <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />A SIMPSON LS30 w/ (6) 10d <br />10d x 1 1/2" CLIP EACH SIDE <br />x 1 1/2" CLIP IS TO BE <br />INSTALLED AT EA. END <br />MIN (3) 2x #2 SPF STUDS @ END OF <br />HEADER SEE Q/S4 FOR REQ'D JAMB <br />INFO <br />2x CRIPPLE AT EA. <br />END OF OPENING <br />SIMPSON LSTA30 w/ (11) 10d <br />NAILED TO STUD <br />TO STUDS ABOVE PLATE <br />PACK w/10d NAILS <br />@ 8"o.c. <br />FLOOR DECK <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />SIMPSON LSTA30 FROM <br />WINDOW JAMB TO <br />FLOOR TRUSS/SOLID <br />BLOCKING BELOW. SEE 8/D-2 <br />FOR ALT. CONDITION. DETAIL TO BE <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />OTHERWISE DETAIL CAN BE IGNORED <br />HEADER CONN. <br />@ 2nd FLOOR 4 <br />SCALE: N.T.S. <br />2x6 / 2x8 CRIPPLES @ 16" O.C. <br />NOTCHED AT HEADER LOCATION <br />(2) 2x8 OR (2) 2x6 TOP <br />SEE INFO BELOW ON CONNECTION <br />PLATE SEE PLAN <br />OF CRIPPLES IF LONGER THAN 8" <br />TALL. (CONTRACTOR MAY USE RTT <br />CLIPS) NAIL BACK LEG OF CIPPLE TO <br />(2) 2x HEADER TO SIT <br />HEADER w/ (2) 12 TOENAILS <br />FLUSH w/ THE OUTSIDE <br />SEE PLAN FOR SIZE <br />2x6 / 2x8 WALL BEYOND SEE <br />HEADER FLUSH TO OUTSIDE <br />� FLOOR PLAN FOR HEADER <br />CONNECTION <br />DOUBLE 2x6 OR 2x8 TOP <br />SEE STANDARD HEADER <br />PLATE SEE PLAN <br />CONNECTION DETAILS FOR <br />MORE INFORMATION <br />12d NAILS AT 6" <br />O.C. TYP T & B \ <br />SIMPSON SP6 w/ (6) 10d x <br />1 1/2" (USE SP8 FOR 2x8 <br />(2) 2 x #2 <br />� <br />WALL) @ 24" O.C. <br />SYP U.N.O. <br />1 <br />7v((IAIT TAP <br />BOX HEADER <br />(2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE <br />NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ <br />OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT <br />TOP AND SIMPSON SP1 w/ (10) 10d <br />NAILS AT BASE <br />*PROVIDE (2) CRIPPLES BELOW <br />TO ANY GIRDER TRUSS IN THIS <br />2x CRIPPLES TO SITUATION. CONNECT G.T. TO <br />MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ <br />STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND <br />BOTTOM TO HEADER <br />(IF CRIPPLES ARE LESS THAN 8" <br />LONG NO STRAPS ARE REQ'D) <br />.o''.0 ADDITIONAL STRAPS <br />SEE STANDARD HEADER REQUIRED AT TOP PLATE <br />CONNECTION DETAILS FOR TO STUDS TO MATCH <br />MORE INFORMATION HEADER STRAPS <br />(2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN <br />MIN (3) 2x #2 SPF STUDS @ END OF HEADER <br />SEE Q/S4 FOR REQ'D JAMB INFO <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 />ATTACHED w/ (2) 16d TOENAILS AT EACH END <br />(2) 2x SILL PLATE <br />Z2xSTUDS @ 16" O.C. <br />ALT. HEADER ANCHOR <br />• SCALE: N.T.S. <br />JDOUBLE <br />2x8 TOP <br />PLATE <br />2x4 W/ 2 ROWS <br />OF 10d NAILS <br />@ 3" O.C. <br />H <br />W <br />aCM.0 <br />ca C-> <br />i3 a. <br />.NCO <br />1 <br />Q <br />v cc <br />d <br />c <br />aX2 <br />,0 <br />mac) T <br />•: <br />Q <br />ESSI� <br />1111111111' 4\ <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 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />N <br />o m � <br />Q o0 <br />N 0 <br />N O C cD ti <br />C y ry <br />=3 N co <br />N U) C:,V <br />Qaj v 3 at LL <br />�tiLL a <br />W <br />�C) <br />o <br />W Z3 �o 0OD <br />J <br />Z N O U V U <br />W 0El <br />N M <br />� o � <br />J <br />u, <br />M <br />Ln z a <br />C9 <br />0 <br />w <br />U <br />O taJ o <br />v Iwa <br />� <br />U <br />W <br />J <br />_ E <br />z ... <br />I <br />L <br />U o N <br />o <br />w <br />M <br />M <br />J <br />� � <br />ZO <br />Z <br />Z <br />¢ <br />g <br />W C <br />C <br />Q o <br />M u <br />zo <br />g <br />o <br />wz <br />>r <br />zo <br />2 0 <br />oa <br />_ co <br />z0 <br />0° <br />a <br />, <br />°� <br />� <br />Qz <br />wo <br />wz <br />.n i- <br />�� <br />co <br />¢ o <br />zmo <br />OU <br />n <br />w 0 <br />Z z <br />Z <br />00 °' <br />J <br />aW <br />�z <br />¢ <br />o< <br />go <br />W <br />05 <br />C) <br />oLL <br />az <br />y W <br />11 <br />m <br />� <br />¢ ¢ <br />aLL <br />z <br />¢ <br />3 <br />o <br />w¢ <br />;o <br />5 <br />a <br />10) <br />C O <br />0 <br />i <br />�O <br />J <br />Ln <br />0 <br />bi <br />m <br />0 <br />M <br />LO <br />LO <br />Q <br />CT <br />a. <br />u) m <br />N <br />_ <br />Ln <br />N <br />N <br />rQ <br />CV) N <br />r <br />C <br />M <br />co 6i � <br />o <br />z <br />Z <br />E N <br />a <br />E <br />0 _j ¢ o <br />JOB <br />NO : 23-06125 <br />SCALE : AS NOTED <br />SHEET NO. <br />D2 <br />