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1 1: <br />SEE FOR 2 <br />BLOCKING <br />DETAILS <br />EXT. SHEATHING <br />FLUSH W/ TOP <br />OF MASONRY & 8d <br />NAILS T/B FLANGE <br />2x STUDS—� <br />FLOOR SYSTEM <br />' <br />SEE PLAN <br />-------------------------------------------- <br />G.C. VERIFY INTERIOR <br />1/2" GYP. BOARD OR <br />(2) SIMPSON MSTAM36 STRAPS w/ (7) 10d <br />EXTERIOR STRUCTURAL <br />NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED <br />SHEATHING (MIN. 7/16") <br />ON FLOOR SYSTEM TO MASONRY WALL <br />•°' '°' <br />VERIFY W/ PLAN <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 />SCALE: N.T.S. <br />SCALE: <br />N.T.S. <br />SEE SS FOR RETROFIT <br />CONNECTION IF MSTAM36 <br />SECTION <br />CORNER CAN NOT BE INSTALLED <br />FRAMING <br />ATTACHMENT <br />1 <br />N.T.S. <br />SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />O SIMPSON SP2 w/ (12) 10d NAILS <br />JAMB STUD 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. <br />REQ'D TYP <br />BO SIMPSON LSTA24 w/(18) 10d NAILS <br />P. <br />2 - 2 x 4 SPF <br />O SIMPSON CS16 w/ MIN. 12" END <br />q <br />TOP PLATES <br />LENGTH ON STUDS W/ (11) 10d <br />NAILS TO STUDS ABOVE & (11) 10d <br />NAILS TO STUDS BELOW. <br />�. <br />2 x 4 #2 SPF STUDS <br />C <br />o <br />AT 16" O.C. U.N.O. <br />OD 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 />' <br />EACH END W/ 7" EMBEDMENT. IF <br />AT STEP DOWN LOCATION, MIN 7" <br />2 x SPF <br />EMBEDMENT PAST STEP. <br />�. <br />BASE PLATE <br />PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE <br />Fill <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 />JAMB CONDITION OR IF BUILT-UP <br />• <br />- x 4 SPF 2 2 <br />() <br />STUDS ARE WIN WALL SYSTEM A.B. TO <br />TOP PLATES <br />BE SPACED W/IN 6" FROM OPENINGS <br />�4 <br />AND MULTIPLE STUD PACKS <br />' <br />" <br />B <br />O INTERIOR HEADER <br />2 x 4 #2 SPF STUDS <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />AT 16" O.C. U.N.O. <br />(2) 2x HEADER <br />G <br />EXTERIOR HEADERS <br />E <br />F <br />TYP <br />SEE PLAN <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />�. <br />f , <br />F <br />F <br />2 x 4 P.T. <br />OPENING LARGER THAN 4 ft (2) 2x SILL PLATE <br />D <br />BASE PLATE <br />W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE <br />L <br />6", 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 INT. 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 <br />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 />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />(2) 10d TOENAILS AT EACH <br />EXTERIOR HEADERS <br />END OF SILL (MAX. OPENING <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING <br />WIDTH 4 FEET). OPENING A <br />LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON <br />IS GREATER THAN 4 FEET <br />w/ (6) 10d x 1 1/2" EACH SIDE <br />BUT NOT EXCEEDING 6 FEET, BUT <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 <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 />@ 2nd FLOOR <br />W/ HIGH BM <br />r9 <br />SCALE: N.T.S. <br />(2)- 12d <br />TOENAILS 2x4 <br />TO TRUSS TOP <br />1-1/8" RIM BOARD <br />8d NAILS @ 3" O.C: <br />WALL SHEATHING <br />TO RIM BOARD <br />GABLE END RIM JOIST - <br />SEE R/S6 FOR <br />CONNECTION INFO TO <br />MASONRY WALL <br />GABLE END FLOOR <br />TRUSS SEE R/S6 FOR <br />CONNECTION INFO TO <br />MASONRY WALL <br />BELOW AND ALT. <br />BLOCKING INFO 0 <br />1. APPLY SUB <br />FLOOR <br />ADHESIVE TO <br />2x4 CONTACT <br />SURFACE <br />2x4 #2 BLOCKING <br />2x4 SIDE BRACE <br />AT 48" O.C. <br />BETWEEN JOISTS <br />w/ (3) 12d EA. END <br />TO HORIZ. <br />BLOCKING <br />JOIST SEE PLAN <br />(2) 12d TOE NAILS TOP <br />& BOTT. CHORD <br />AJS BLOCKING PANEL @ 24" <br />O.C. (MAX) AND @ EACH <br />END OF WALL UNDER <br />CORNERS <br />(2) -10d TOE NAILS <br />EACH SIDE <br />BLOCKING DETAIL 2 <br />SCALE: N.T.S. <br />SEE SS FOR RETROFIT <br />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 <br />OTHERWISE DETAIL CAN BE IGNORED <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />(1) SIMPSON LSTA30 w/ (22) 10 <br />2x6 ALL, 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 />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. @ 2nd FLOOR <br />SYSTEM 42 SCALE: N.T.S. <br />(1) SIMPSON LSTA30 w/ (22) <br />SEE SS FOR RETROFIT <br />10d NAILS BENT OVER TOP <br />SON SP4 w/ (6) 10d x 1 1/2" <br />CONNECTION IF MSTAM36 <br />1 OR 2 PLY GIRDER <br />PLATE THEN DOWN THE <br />(USE SP6 FOR 2x6 WALL, USE SP8 <br />(USE <br />FOR 2x8 WALL) <br />CAN NOT BE INSTALLED <br />/ <br />TRUSS. SEE PLAN FOR <br />FACE OF HEADER/STUDS <br />@ 24" O.C. <br />CONNECTION. <br />2x CRIPPLES @ 16" O.C. <br />(2) 2x SPF TOP PLATE <br />SEE PLAN FOR CONN. <br />W/ (2) 12d TOENAILS T/B <br />(2) 2x HEADER SEE PLAN <br />(3) 2x # SPF <br />(2) 10d TOENAILS AT EA. <br />INTERIOR HEADER <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 />8" O.C. EACH SIDE <br />OPENING WIDTH 4 FEET. <br />EXTERIOR HEADERS <br />U.N.O. ON PLAN <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 />2X CONT. RIBBON <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 />TYPICAL BLOCK <br />FLOOR DECK <br />2x CRIPPLE AT EA. <br />INFO <br />WALL <br />END OF OPENING <br />SIMPSON LSTA30 w/ (11) 10d <br />FLOOR TRUSS/ <br />NAILED TO STUD <br />TO STUDS ABOVE PLATE <br />I -JOIST SEE PLAN <br />PACK w/10d NAILS <br />(2) SIMPSON MSTAM36 w/ <br />@8„o c <br />FLOOR DECK <br />(7) 10d NAILS & (4) 1/4"x2 <br />TIE BEAM <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />1/4" TITENS <br />SIMPSON LSTA30 FROM <br />WINDOW JAMB TO <br />PROVIDE BLOCKING <br />FLOOR TRUSS/ SOLID <br />BELOW JAMBS <br />BLOCKING BELOW. <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 />GIRDER/COL. <br />CONN. <br />@ 2nd FLOOR 3 <br />HEADER CONN. <br />@ 2nd FLOOR 4 <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SEE PLAN FOR <br />COL. SIZE — <br />SEE PLAN FOR CONN. <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 />, <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 />6 2 STORY COL. @ GIRDER <br />j I SCALE: N.T.S. <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 OVER TOP <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 FLOOR TRUSS/ I -JOIST SEE PLAN <br />BELOW JAMBS TIE BEAM <br />2X CONT. RIBBON <br />HEADER CONN. @ 2nd <br />FLOOR [DOUBLE STRAP] 1 <br />SYSTEM 42 SCALE: N.T.S. <br />2x4 STUDS <br />• PER PLAN <br />DOUBLE 2x4 <br />TOP PLATE <br />2 WS10d@ <br />3 0/ A krF <br />N <br />. MAN oA <br />PROVIDE 2x4 ON --J <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 --v <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 />7 <br />TOP SPLICE <br />J 2x8 TOP <br />PLATE <br />2x4 W/ 2 ROWS <br />OF 10d NAILS <br />@ 3" O.C. <br />11 <br />2x6 / 2x8 CRIPPLES @ 16" O.C. <br />NOTCHED AT HEADER LOCATION <br />SEE INFO BELOW ON CONNECTIOI <br />OF CRIPPLES IF LONGER THAN 8" <br />TALL. (CONTRACTOR MAY USE RT <br />CLIPS) NAIL BACK LEG OF CIPPLE <br />HEADER w/ (2) 12 TOENAILS <br />HEADER FLUSH TO OUT% <br />DOUBLE 2x6 OR 2x8 TOP <br />PLATE SEE PLAN <br />12d NAILS AT 6" — <br />O.C. TYP T & B <br />SYP U.N.O. I I <br />2 x CONT. T & B <br />(2) 2x8 OR (2) 2x6 TOP <br />PLATE SEE PLAN <br />(2) 2x HEADER TO SIT <br />FLUSH w/ THE OUTSIDE <br />SEE PLAN FOR SIZE <br />2x6 / 2x8 WALL BEYOND SEE <br />FLOOR PLAN FOR HEADER <br />CONNECTION <br />— SEE STANDARD HEADER <br />CONNECTION DETAILS FOR <br />MORE INFORMATION <br />SIMPSON SP6 w/ (6) 10d x <br />1 1/2" (USE SP8 FOR 2x8 <br />WALL) @ 24" O.C. <br />I <br />1 <br />�� <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 f 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 />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 />ISEE 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 />STUDS @ 16" O.C. <br />ALT. HEADER ANCHOR 8 <br />SCALE: N.T.S. <br />zo <br />N <br />C-1 V C" <br />a � Q <br />it <br />INltl <br />E 'T <br />N <br />N° * of p <br />� •• 5� PEE ���'• � <br />��'•• FUO�.�' <br />S S 10 <br />11111lI11'�111�' <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. 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 />S ti <br />LL <br />0 U"a <br />J <br />di N M er �yLL� a Sle <br />aLL LL a S0 <br />0g <br />(D aj <br />W. <br />Wr°n�OiCi <br />Z ° Wiz° zNO� <br />L a <br />0 N ODU�� <br />W Omit] <br />W <br />z <br />N <br />N z <br />LL <br />D <br />Vj <br />(Tjr LLJ <br />0 <br />w o <br />ul N <br />As <br />w W <br />U <br />c <br />Q <br />0 <br />/alyrr�� <br />CD <br />z <br />M <br />ILL. <br />;z E <br />O <br />z � <br />o <br />W°o <br />i <br />o& <br />o E <br />ova <br />go <br />O <br />z <br />O � <br />_ ra <br />q2 <br />c <br />� <br />� <br />Zz <br />z <br />U, J <br />- <br />7 <br />a'w <br />iwo <br />W <br />LLaz <br />j: j <br />`� <br />gl <br />° <br />=O <br />0 <br />= <br />Lo <br />DC <br />O <br />L_ <br />N <br />CID <br />N <br />0' T <br />1� <br />a- <br />U) <br />(0 <br />M <br />CD <br />04 <br />N <br />O <br />N <br />LO <br />r <br />Q N <br />T <br />ai <br />N <br />N N cN <br />o <br />_ <br />ELD <br />E <br />M <br />a <br />U 0 ¢ p <br />JOB <br />NO: 22-02368 <br />SCALE : AS NOTED <br />SHEET NO. <br />D2 <br />