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(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 />TOENAILS 2x4 <br />TRUSS SEE R/S6 FOR <br />CONNECTION IF MSTAM36 <br />1 OR 2 PLY GIRDER <br />PLATE THEN DOWN THE <br />(USE SP6 FOR 2x6 WALL, USE SP8 <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 />FOR 2x8 WALL) <br />MASONRY WALL <br />CONNECTION. <br />@ 24" O.C. <br />NJ <br />EXT. SHEATHING <br />QA BELOW AND ALT. <br />SEE PLAN FOR CONN. <br />2x <br />2x CRIPPLES 16" O.C. <br />PP <br />(2) 2x SPF TOP PLATE <br />FLUSH W/ TOP <br />2 <br />BLOCKING INFO <br />2 TOENAILS T/B <br />( ) <br />(2) 2x HEADER SEE PLAN <br />SEE FOR <br />° BLOCKING <br />OF MASNORY & 8d <br />NAILS T/B FLANGE <br />zo <br />1. APPLY SUB <br />(3) 2x # SPF <br />(2) 10d TOENAILS AT EA. <br />INTERIOR HEADER <br />DETAILS <br />FLOOR + <br />STUDS w/ 10d @ <br />2 2x SPF TOP PLATE <br />() <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 />• • ;o <br />SURFACE OA 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 />B 2x4 SIDE BRACE <br />AT 48 O.C. <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 />=74 <br />OR FLOOR TRUSS FOR <br />BETWEEN JOISTS <br />2X CONT. RIBBON <br />INSTALLED AT EA. END <br />MIN (3) 2x #2 SPF STUDS @ END OF <br />; ; <br />G.C. VERIFY INTERIOR <br />CORRECT BLOCKING <br />REQUIREMENTS <br />wl (3) 12d EA. END <br />TO HORIZ. <br />FLOOR DECK <br />HEADER SEE Q/S4 FOR REQ'D JAMB INF <br />1/2" GYP. BOARD OR <br />BLOCKING <br />TYPICAL BLOCK <br />WALL <br />2x CRIPPLE AT EA. <br />SIMPSON LSTA30 w/ (11) 10d <br />(2) SIMPSON MSTAM36 STRAPS w/ (7) 10d <br />NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED <br />EXTERIOR STRUCTURAL <br />SHEATHING 7/16") <br />1-1/8" RIM BOARD <br />FLOOR TRUSS/ <br />END OF OPENING <br />TO STUDS ABOVE PLATE <br />(MIN. <br />NAILED TO STUD <br />• <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 />SIMPSON MSTA36 STRAPS w/ (26) 10d <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/ WOIST 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 WIN W <br />IS INSTALLED). <br />SCALE: 1 1/2" =1'4' <br />AJS BLOCKING PANEL @ 24" <br />JAMB TO FLOOR TRUSS/ SOLID <br />O.C. (MAX) AND @ EACH <br />PROVIDE BLOCKING <br />BLOCKING BELOW. <br />SCALE:3/4" =1' - 0" <br />SEE SS FOR RETROFIT <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 />CONNECTION IF MSTAM36 <br />SEE R/S6 FOR <br />CONNECTION INFO TO <br />CORNERS <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />SECTION CORNER CAN NOT BE INSTALLED <br />MASONRY WALL <br />(2) - 10d TOE NAILS <br />EACH SIDE <br />OTHERWISE DETAIL CAN BE IGNORED <br />FRAMING ATTACHMENT 1 <br />BLOCKING DETAIL 2 <br />GIRDER/COL. CONN. @ 2nd FLOOR <br />HEADER CONN. @ 2nd <br />FLOOR <br />3 <br />4 <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 SIMPSONSEE <br />SP4 w/ (6) 10d x 1 1/2 SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS <br />JAMB STUD <br />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 />(2) 2x8 OR (2) 2x6 TOP <br />2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. <br />REQ'D TYP4 .C. <br />BO SIMPSON LSTA24 w/(18) 10d NAILS <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />NOTCHED AT HEADER LOCATION <br />SEE INFO BELOW ON CONNECTION <br />PLATE SEE PLAN <br />o•.oo•. o.o• o.o <br />OF CRIPPLES IF LONGER THAN 8" <br />P. <br />2 - 2 x 4 SPF O 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 />( <br />A <br />TOP PLATES LENGTH ON STUDS W/ (11) 10d <br />(1) SIMPSON LSTA30 w/ (22) 10 <br />@ <br />CLIPS) NAIL BACK LEG OF CIPPLE TO <br />(2) 2x HEADER TO SIT <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 />FLUSH w/ THE OUTSIDE <br />NAILS TO STUDS BELOW. <br />THEN DOWN THE FACE OF <br />SEE PLAN FOR SIZE <br />2 x 4 #2 SPF STUDS <br />C„ <br />AT 16 O.C. U.N.O. <br />OD SIMPSON SP1 w/ (10) 10d NAILS <br />HEADER/ STUDS <br />(2) 2x HEADER SEE PLAN <br />HEADER FLUSH TO OUTSIDE <br />2x6 / 2x8 WALL BEYOND SEE <br />o <br />INTERIOR HEADER <br />NAILING AREA (TYP.) <br />FLOOR PLAN FOR HEADER <br />G <br />(2) 2x HEADER <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 />CONNECTION <br />j` <br />@ <br />END OF HEADER SEE Q/S4 FOR <br />(2) SIMPSON MSTA36 STRAPS w/ <br />SEE STANDARD HEADER <br />EACH END W/ 7" EMBEDMENT. IF <br />REQ'D JAMB INFO <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 />2 x SPF EMBEDMENT PAST STEP. <br />OPENING LARGER THAN 4 ft (2) 2x <br />SILL PLATE SIMPSON LS30 <br />PLATE SEE PLAN <br />MORE INFORMATION <br />.j <br />BASE PLATE <br />w/ w/ 6 <br />O <br />FLOOR SYSTEM OR <br />12d NAILS AT 6" <br />SIMPSON SP4 w/ (6) 10d x 1 1/2 <br />PRE-ENGINEERED O " (USE <br />2x CRIPPLES @ 16" O.C. <br />W/ 12d TOENAILS T/B <br />10d x 1 1/2" EACH SIDE <br />10d TOENAILS AT EACH END OF <br />2-STY. FRAMING <br />O.C. TYP T & B <br />SIMPSON SP6 w/ (6) 10d x <br />1 1/2" SP8 FOR 2x8 <br />C B H B C <br />FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 <br />(2) <br />(2) <br />BAND JOIST & BLKG. <br />(2) 2 x #2 <br />(USE <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />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 />SYP U.N.O. <br />JAMB CONDITION OR IF BUILT-UP <br />(2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO <br />2X CRIPPLE AT EACH END OF <br />FEET BUT NOT EXCEEDING 6 FEET, <br />BLOCK SOLID <br />( ) <br />TOP PLATES BE SPACED W/IN 6 FROM OPENINGS <br />OPENING NAILED TO STUDW___ <br />A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS <br />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.O <br />COL. SIZE <br />2 x 4 #2 SPF STUDS B <br />G INTERIOR HEADER <br />O <br />TYPICAL BLOCK WALL <br />PLYWOOD ATTACHED PER <br />NAILING SCHEDULE <br />SIMPSON HTT4 w/ (18) <br />AT 16" O.C. U.N.O. (2) 2x HEADER G <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />EXTERIOR HEADERS <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />16d NAILS & 5/8 „ <br />ANCHOR BOLT w/ <br />BOX HEADER <br />SEE PLAN <br />E F TYp F F <br />D <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 />PLATE <br />SIMPSON MSTAM36 W/ (7)�� <br />10d NAILS & (4) 1/4"x2 1/4" <br />TAPCONS <br />IE BEAM <br />MIN. 6 EMBEDMENT <br />(2) SIMPSON LSTA12 w/ (10) <br />10d NAILS WRAPPED UP AND <br />(2) 2x TOP PLATE <br />2x CRIPPLES @ 16" O.C. w/ <br />.BASE <br />W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE <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 />tl <br />NAILS AT BASE ON SP1 w/ (10) 10d <br />NOT REQ'D TO HAVE CONNECTIONS. <br />• < <br />•' <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 />ATTACHED PER NAILING SCHEDULE <br />FOR EXTERIOR 2 STORY WALLS ONLY. <br />HEADER CONN. <br />@ 2nd FLOOR <br />STUDS BELOW <br />(24) 10d x 1 1/2" NAILS AT TOP AND <br />5 <br />SHEATHING CAN STOP ONCE UNDER <br />s <br />2 STORYBOTTOM <br />COL. <br />aC� <br />GIRDER <br />TO HEADER <br />7 <br />(IF CRIPPLES ARE LESS THAN 8 <br />SCALE: 1/2" = 1'-0" <br />LOWER ROOF. <br />SYSTEM 42 <br />SCALE: 1/2" = V-0" <br />LONG NO STRAPS ARE REQ'D) <br />SCALE: 1/2" = 1'-0" <br />o.°.o. o.°.o <br />ADDITIONAL STRAPS <br />SEE STANDARD HEADER <br />REQUIRED AT TOP PLATE <br />SEE SS FOR RETROFIT <br />SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />CONNECTION DETAILS FOR X TO STUDS TO MATCH <br />CONNECTION IF MSTAM36 <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />MORE INFORMATION <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 @ <br />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 <br />INFO <br />PLATE THEN DOWN THE <br />2) 2x HEADER SEE PLAN <br />SIMPSON LS30 w/ 6 10d x 1 <br />*FOR <br />1/2" NAILS AT EACH END TYP. <br />FACE OF HEADER/STUDS <br />DOUBLE 2x4 <br />OPENINGS LESS THAN <br />4'-0" WIDE, SILL MAY BE <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 />• <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 />30/ <br />" FAT <br />2x CRIPPLES @ 16" O.C. <br />(2) 2x HEADER SEE PLAN <br />@ END OF HEADER. SEE <br />EXTERIOR HEADERS <br />Fib <br />L9T��82�Q <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 />r0 TOP SPLICE <br />2x STUDS @ 16" O.C. <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />INFO. <br />OPENING LARGER THAN 4 ft (2) 2x <br />iGjjN A <br />(2) 10d TOENAILS AT EACH <br />EXTERIOR HEADERS <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />END OF SILL (MAX. 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 />WIDTH 4 FEET). IF OPENING <br />LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON <br />OPENING NAILED TO STUD <br />ALT. HEADER ANCHOR <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 />8 <br />BUT NOT EXCEEDING 6 FEET, <br />SILL (MAX. OPENING WIDTH 4 FEET).15- <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 />• <br />SCALE: N.T.S. <br />1/2" IS TO BE INSTALLED AT <br />OF HEADER SEE Q/S4 FOR <br />FEET BUT NOT EXCEEDING 6 FEET, <br />EACH END <br />REQ'D JAMB INFO <br />A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS <br />TOP OF 2x8 TO <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 />• <br />BLOCK OUT TOP. PLATE ATTACH <br />Ile <br />END OF OPENING 1 <br />CENTERED <br />TAPCONS <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 />ol <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 JAMBS2x8 <br />TIE BEAM 2X CONT. RIBBON <br />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. @ 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 />10 <br />11 <br />SCALE: 1/2" = 1'-0" <br />SYSTEM 42 <br />SCALE: 1/2" = 1'-0" <br />SCALE: 3/4" = 1'-0" <br />(D U]m <br />zo <br />—� <br />z� <br />z <br />a <br />U) z <br />LU <br />O u-' <br />c <br />e <br />om <br />U <br />ll! <br />�� <br />TO M <br />C N <br />N <br />U <br />Ltj tl- � <br />tn C, <br />o 0 <br />¢ <br />ao <br />BDO <br />N -C� ,01 <br />- , <br />Iltctt� <br />UF <br />o <br />Z <br />�1` <, Ord' <br />a <br />O <br />LL$ N <br />tlO• <br />Q �P <br />�S <br />- -Z. <br />To the best of the ee ����QQ•wledge, info ,{r[I ar�S, <br />belief, the structural antltjijpi� i6p� kdrftein t <br />within these drawings plI��,,wit,�hy t e 0 7 Flo 5`' <br />Building Code - Residential 6ttiMpjtjlp�[q�i� <br />signature and seal is only for the s{rUt ,Y�I ngineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />Z CO <br />OWN <br />OO <br />F!—I M <br />M <br />QU-)'gypLn <br />zz <br />� vNi•�n <br />Q C U_ Ln <br />V fl-00 <br />< <br />a <br />E `-0 <br />Z <br />W <br />J� <br />d' <br />�R <br />W� <br />za <br />z <br />r�=w <br />�tY�J <br />E8 <br />0*1 <br />o <br />00 <br />� <br />` • <br />L <br />> <br />00 <br />Z <br />O <br />go <br />Fz <br />Z <br />Grz <br />U <br />z <br />'a <br />1 <br />a <br />W <br />(> <br />U <br />f <br />J <br />o 9 <br />CL <br />Quo <br />9 <br />N <br />ILL] <br />Z <br />V <br />W 0 <br />ON <br />,^-i <br />Fy u <br />J <br />Ln <br />Q <br />LLJ <br />Z� <br />a o <br />z <br />N <br />N <br />Z <br />Z <br />m <br />o <br />g <br />W <br />f <br />SCALE : AS NOTED <br />DATE : 3/18/2018 <br />TECH: FFLORES <br />VERSION NO. 10 <br />SHEET N0. <br />D2 <br />