Laserfiche WebLink
(1) SIMPSON LSTA30 w/ (22) <br />(2)- 12d <br />GABLE END FLOOR <br />SEE SS FOR RETROFIT <br />10d NAILS BENT OVER TOP <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 />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 />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 />�A <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 />/ 0 <br />1. APPLY SUB <br />(3) 2x # SPF <br />(2) 10d TOENAILS AT EA. <br />INTERIOR HEADER <br />DETAILS <br />d <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 />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 />SURFACE 0 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 CONTAw/l� <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 />HEADER SEE Q/S4 FOR REQ'D JAMB <br />•°• <br />• G.C. VERIFY INTERIOR <br />REQUIREMENTS <br />TO HORIZ. <br />TYPIC <br />FLOOR DECK <br />INFO <br />1/2" GYP. BOARD OR <br />2 SIMPSON MSTAM36 STRAPS w/ 7 10d EXTERIOR STRUCTURAL <br />() () <br />1-1/8" RIM BOARD <br />BLOCKING <br />WALL <br />2x CRIPPLE AT EA. <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 />"" <br />FLOOR TRUSS/ <br />NAILED TO STUD <br />TO STUDS ABOVE PLATE <br />ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/ PLAN <br />@ <br />NAILS 3" O.C.8"o.c. <br />JOIST SEE PLAN <br />(2) SIMPSON MSFLOOR <br />I -JOIST SEE PLAN <br />PACK w/10d NAILS <br />DECK <br />BELOW. IF WOOD WALL IS BELOW USE (2) <br />SIMPSON MSTA36 STRAPS w/ (26) 10d <br />J <br />W <br />WALL SHEATHING <br />(2) 12d TOE NAILS TOP <br />(7) 10d NAILS & (4) 1/4"x2 <br />TIE BEAM <br />@ <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />NAILS (G.C. TO INSURE SOLID BLOCKING <br />TO RIM BOARD <br />& BOTT. CHORD <br />1/4" TITENS <br />SIMPSON LSTA30 FROM <br />___j <br />IS INSTALLED). SCALE: N.T.S. <br />AJS BLOCKING PANEL @ 24" <br />O.C. (MAX) AND @ EACH <br />PROVIDE BLOCKING <br />WINDOW JAMB TO <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. 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 1 <br />BLOCKING DETAIL 2 <br />GIRDER/COL. CONN. <br />2nd FLOOR 3 <br />HEADER CONN. 2nd <br />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 O SIMPSON SP2 w/ (12) 10d NAILS <br />SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />IF MSTAM36 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 <br />NOTCHED AT HEADER LOCATION <br />2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. <br />REQ'D TYP <br />O SIMPSON LSTA24 10d NAILS <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />SEE INFO BELOW ON CONNECTION <br />PLATE SEE PLAN <br />w/(18) <br />a°o' <br />OF CRIPPLES IF LONGER THAN 8" <br />TYP. 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END <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 <br />(2) 2x HEADER TO SIT <br />A. A TOP PLATES LENGTH ON STUDS W/ (11) 10d <br />(1) SIMPSON LSTA30 w/ (22) 10 <br />HEADER w/ (2) 12 TOENAILS <br />SPLAN <br />NAILS TO STUDS ABOVE & (11) 10d <br />NAILS BENT OVER TOP PLATE <br />(2) - 2X SPF TOP PLATE <br />SEE 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. OD SIMPSON SP1 w/ (10) 10d NAILS <br />INTERIOR HEADER <br />NAILING AREA (TYP.) <br />HEADER FLUSH TO OUTSIDE <br />FLOOR PLAN FOR HEADER <br />G <br />(2) 2x HEADER <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />SEE PLAN FOR <br />COL. SIZE <br />CONNECTION <br />SEE PLAN �E 5/8" A.B. @ 24" O.C. AND 6" FROM <br />MIN (3) 2x #2 SPF STUDS @ <br />EXTERIOR HEADERS <br />(2) SIMPSON MST37 <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 />() <br />STRAPS w/ 42 16d NAILS <br />( ) <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 />( ) <br />PRE-ENGINEERED DF SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE <br />C B B C <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 />H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />SYP U.N.O. <br />WALL 24" O.C. <br />) <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 />(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"0.C• <br />TO BE INSTALLED AT EACH END. <br />COL. SIZE <br />g + G INTERIOR HEADER <br />2 x 4 #2 SPF STUDS O <br />TYPICAL BLOCK WALL <br />PLYWOOD ATTACHED PER <br />NAILING SCHEDULE <br />SIMPSON HTT4 w/ (18) <br />„ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />AT 16 O.C. U.N.O. (2) 2x HEADER G EXTERIOR HEADERS <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />16d NAILS & 5/8" <br />ANCHOR BOLT w/ <br />B 0 X HEADER <br />E F TYP FSEE PLAN F (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 />10d NAILS & (4) 1/4"x2 1/4" <br />TIE BEAM <br />MIN. 6" EMBEDMENT <br />(2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE <br />NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ <br />D 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 />6" SEE FOUND. PLAN FOR FTG. REQ. OH STUDS UNDER 2nd FLOOR HEADER ARE <br />BELOW JAMBS <br />a <br />NAILS AT BASE ON SP1 w/ (10) 10d <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 />PROVIDE EXTERIOR SHEATHING <br />MATCH JACK <br />STUDS w/ (2) SIMPSON HTS20 w/ <br />AND EXTERIOR ATTACHED PER NAILING SCHEDULE <br />HEADER CONN. 2nd FLOOR <br />STUDS BELOW <br />O x 1 1 H NAILS AT TOP AND <br />BOTTOM <br />BOTTOM TO HEADER <br />5 FOR EXTERIOR 2 STORY WALLS ONLY.6 <br />2 STORY COL. <br />@ <br />GIRDER <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 />0 o <br />o 0 0 u <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 8/D-2 FOR ALT. CONDITION, DETAIL TO BE <br />IF <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 DOWN SET OR BOX HEADER IS USED <br />10d NAILS BENT OVERTOP <br />2x6 WALL, USE SP8 FOR 2x8 WALL 24" O.C. <br />) °� <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 />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 />() <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" 0/ <br />�2xU <br />2x CRIPPLES 16" O.C. (2) <br />@ END OF HEADER. SEE <br />1 PLATE W/ 12d TOENAILS. <br />• <br />qT 2 <br />x�T <br />DS @ 16" O.C. <br />W/ (2) 12d TOENAILS T/B INTERIOR HEADER <br />N O FOR REQ'D JAMB <br />2x SILL (2) <br />OPENING LARGER THAN 4 ft (2) 2x <br />• <br />48TOP SPLICE <br />M/N Op <br />2x SILL PLATE W/ (2) 12dTOENAILS. <br />(2) 10d TOENAILS AT EACH E <br />EXTERIOR HEADERS <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />. <br />END OF SILL (MAX. OPENING <br />WIDTH 4 FEET). IF OPENING (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 />ALT. HEADER ANCHOR <br />I H F LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON <br />S GREATER THAN 4 FEET <br />OPENING NAILED TO STUD <br />8 <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 MIN 3 2x #2 SPF STUDS END <br />() () @ <br />TYPICAL BLOCK WALL <br />IF OPENING IS GREATER THAN 4 <br />PROVIDE 2x4 ON <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 wl (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 />C <br />END OOO <br />TAPCONS <br />J. <br />NAILS <br />TSTUD PACK FLOOR DEPENING <br />DECK NAILED <br />/ <br />' FLOOR DECK <br />@ 3'" O.C. BEYOND <br />OUBLE <br />W/ 10d NAILS @ 8"o.c. <br />AGAINST 2x8 <br />2D 8 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 <br />PER PLAN 2x4 W/ 2 ROWS <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 r9 <br />FLOOR <br />[DOUBLE STRAP] rj_o <br />TOP PLATE SPLICE DETAIL <br />11 <br />SCALE: N.T.S.��j <br />SYSTEM 42 <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />`��� <br />a`��,4•�i5�iClill;���'t� <br />�: .�SE <br />•.� <br />ti • <br />' �•� <br />T <br />� <br />-7. <br />lid <br />a <br />'�' <br />FLU <br />• <br />QFE <br />�/�ddd <br />t t!! 1111t14Z���\ <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 <br />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 />�E <br />00 <br />Q <br />O <br />0 <br />M <br />C13W <br />0'00 4 <br />r <br />: W <br />W <br />a <br />c7 v <br />a.Y <br />M W LL <br />a L <br />Win�OrjO' <br />Y � O <br />O ~ W <br />m¢� <br />Z <br />IL <br />N M Z <br />a <br />ZO <br />W <br />oo❑ <br />z N <br />(D <br />z <br />(no <br />Q <br />M <br />z <br />Cz <br />QJ <br />0 o <br />W c <br />ca <br />W_,V) <br />O <br />N <br />LU o <br />w <br />U� <br />— E <br />m � <br />Q <br />�0 <br />o <br />w <br />Mz <br />Cl)< <br />o <br />J <br />Lc <br />E <br />E o <br />O <br />o� <br />w <br />ZN <br />® <br />O' <br />tj <br />H <br />_C1 <br />d <br />o <br />X o <br />U <br />a F <br />O <br /><o <br />�U <br />O 4 <br />d Z <br />Wz <br />�, <br />o <br />�o <br />m� <br />!O <br />00 _ <br />0 U <br />�o <br />o <br />o � <br />Z <br />w <br />J <br />ag <br />< <br />z <br />W <br />Cn 3 <br />8 <br />0 <br />° <br />a <br />� r <br />U <br />?o <br />? <br />CDw <br />w <br />=S <br />>° <br />a <br />V co <br />za <br />0U� <br />> CO <br />rn <br />m <br />0 <br />L <br />� <br />m <br />i <br />J <br />� <br />N <br />^ <br />Q <br />Y <br />m <br />O <br />C <br />U <br />it <br />_ <br />N <br />T <br />L() <br />— <br />= O <br />00 CD <br />rn <br />LO <br />T_ <br />L <br />M N <br />o <br />cc <br />Z <br />E O <br />a <br />U <br />Q O <br />JOB <br />NO: <br />21-1074 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />D 2 <br />