Laserfiche WebLink
3 <br />53 <br />a <br />r- <br />N <br />c <br />N <br />0 <br />0 <br />L0 <br />I <br />T3 <br />Q <br />P_ <br />N <br />z <br />N <br />8 <br />a <br />to <br />I <br />i <br />Q <br />0 <br />i <br />E <br />0M <br />M <br />5 <br />(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 />TRUSS. SEE PLAN FOR <br />FACE OF HEADER/STUDS <br />@ 24" O.C. <br />EXT. SHEATHING <br />MASONRY WALL <br />Q 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 />OA <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 />0 <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 />SURFACE q 2x4 #2 BLOCKING <br />Q <br />THAN 4 FEET BUT NOT <br />OPENING LARGER THAN 4 ft (2) 2x <br />NOTE: VERIFY WITH FLOOR <br />B 2x4 SIDE BRACE <br />EXCEEDING 6 FEET. <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />FLOOR SYSTEM <br />FRAMING PLAN FOR I -JOIST <br />AT 48" O.C. <br />A SIMPSON LS30 w/ (6) 10d <br />10d x 1 1/2" CLIP EACH SIDE <br />SEE PLAN <br />OR FLOOR TRUSS FOR <br />BETWEEN JOISTS <br />2X CONTARIBBONJ <br />x 1 1 A CLIP IS TO BE <br />INSTALLED AT EA. END <br />MIN (3) 2x #2 SPF STUDS @END OF <br />CORRECT BLOCKING <br />w/ 3 12d EA. END <br />() <br />HEADER SEE Q/S4 FOR REQ'D JAMB <br />G.C. VERIFY INTERIOR <br />1/2" GYP. BOARD OR <br />(2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL <br />REQUIREMENTS <br />TO HORIZ. <br />' " BLOCKING <br />TYPIC <br />WALL <br />FLOOR DECK <br />2x CRIPPLE AT EA. <br />END OF OPENING <br />INFO <br />SIMPSON LSTA30 w/ (11) 10d <br />1-1/8" RIM BOARD <br />NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED •• SHEATHING (MIN. 7/16") <br />/! j <br />FLOOR TRUSS/ <br />NAILED TO STUD <br />TO STUDS ABOVE PLATE <br />ON FLOOR SYSTEM TO MASONRY WALL •• •• VERIFY W/ PLAN <br />BELOW. IF WOOD WALL IS BELOW USE (2) <br />8d NAILS 3" O.C. <br />O° <br />WALL SHEATHING <br />JOIST SEE PLAN <br />r-� (2) 12d TOE NAILS TOP <br />(2) SIMPSON MS <br />(7) 10d NAILS & (4) 1/4"x2 <br />I -JOIST SEE PLAN <br />TIE BEAM <br />PACK w/10d NAILS <br />O° 8„o c <br />FLOOR DECK <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />SIMPSON MSTA36 STRAPS w/ (26) 10d <br />TO RIM BOARD <br />-'/ & BOTT. CHORD <br />NAILS (G.C. TO INSURE SOLID BLOCKING <br />= ;:;:: <br />1/4" TITENS <br />SIMPSON LSTA30 FROM <br />IS INSTALLED). SCALE: N.T.S. <br />=.- AJS BLOCKING PANEL @ 24" <br />WINDOW JAMB TO <br />O.C. (MAX) AND @ EACH <br />r..' J <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 />CORNERS <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />SECTION CORNER CAN NOT BE INSTALLED <br />CONNECTION INFO TO <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. <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 />JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AQ SIMPSON SP2 w/ (12) 10d NAILS <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 <br />(2) 2x8 OR (2) 2x6 TOP <br />REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. <br />O SIMPSON LSTA24 w/(18) 10d NAILS <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />e <br />SEE INFO BELOW ON CONNECTION <br />PLATE SEE PLAN <br />OF CRIPPLES IF LONGER THAN 8" <br />SIMPSON CS16 w/ MIN. 12" END <br />T_yP. \ 2 - 2 x 4 SPF @) <br />O <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 />q TOP PLATES LENGTH ON STUDS W/ 11 10d <br />(1) SIMPSON LSTA30 w/ (22) 10d <br />NAILS TO STUDS ABOVE & 11 10d <br />�.!.� ( ) <br />NAILS TO STUDS BELOW. <br />NAILS BENT OVER TOP PLATE <br />THEN DOWN THE FACE OF <br />(2) - 2X SPF TOP PLATE <br />HEADER w/ (2) 12 TOENAILS <br />FLUSH w/ THE OUTSIDE <br />SEE PLAN FOR SIZE <br />2 x 4 #2 SPF STUDS <br />HEADER/ STUDS <br />2 2x HEADER SEE PLAN <br />O <br />2x6 / 2x8 WALL BEYOND SEE <br />C AT 16" O.C. U.N.O. D SIMPSON SP1 w/ (10) 10d NAILS <br />Q <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 />CONNECTION <br />SEE PLAN QE 5/8" A.B. @ 24" O.C. AND 6" FROM <br />MIN (3) 2x #2 SPF STUDS @ <br />EXTERIOR HEADERS <br />COL. SIZE <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 />STRAPS w/ (42) 16d NAILS <br />DOUBLE 2x6 OR 2x8 TOP <br />CONNECTION DETAILS FOR <br />DOWN LOCATION, MIN 7 �� <br />AT STEP DO O <br />x PF 2 S EMBEDMENT PAST STEP. <br />REQ'D JAMB INFO <br />OPENING LARGER THAN 4 ft 2 2x <br />O <br />SILL PLATE SIMPSON LS30 6 <br />PLATE SEE PLAN <br />12d NAILS AT 6" <br />MORE INFORMATION <br />RE NFORMAT ON <br />w/ w/ O <br />FLOOR SYSTEM OR <br />BASE PLATE <br />CRIPPLES 1O.C. <br />2x C LES 6 O <br />„ <br />10d x 1 1/2 EACH SIDE <br />2-STY. FRAMING <br />M G <br />O.C. TYP T & B <br />SIMPSON SP6 w/ 6 10d x <br />( ) <br />�r <br />SIMPSON P4 w/ 6 10d x 1 1/2 E <br />PRE-ENGINEERED O SO S US <br />C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 <br />W/ (2) 12d TOENAILS T/B <br />(2) 10d TOENAILS AT EACH END OF <br />BAND JOIST & BLKG. <br />2 2 x #2 <br />O <br />1 1/2 USE SP8 FOR 2x8 <br />WALL 24" O.C. <br />) @ <br />EWALL OR BEAM WALL AT EACH STUD AT HEADER / <br />SILL (MAX. OPENING WIDTH 4 FEET). <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 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 />I „ <br />TOP PLATES BE SPACED W/IN 6 FROM OPENINGS <br />NAILED T STUD <br />OPENING NA O U <br />N LS30 w/ 1 /2 I A SIMPSON 0 6 10d x 1 S <br />O <br />TO BE INSTALLED AT EACH END. <br />SEE PLAN FOR <br />2 x CONT. T& B i <br />AND MULTIPLE STUD PACKS <br />PACK W/ 10d NAILS @ 8 O.C.-- _ <br />COL. SIZE <br />HEADER <br />2 x 4 #2 SPF STUDS B O INTERIOR E DER <br />TYPICAL BLOCK WALL <br />PLYWOOD ATTACHED PER <br />NAILING SCHEDULE <br />SIMPSON HTT4 w/ 18 <br />( ) <br />„ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />AT 16 O.C. U.N.O. G <br />2 2x HEADER <br />EXTERIOR HEADERS <br />/ I - JOIST <br />FLOOR TRUSS JO ST SEE PLAN <br />16d NAILS & 5/8" <br />ANCHOR BOLT w/ <br />B 0 X HEADER <br />SEE PLAN <br />E F I np F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />F " 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 />" <br />MIN. 6" EMBEDMENT <br />(2) SIMPSON LSTJ2 w/ (10) 10d <br />NAILS WRAPPED UP AND <br />(2) 2x TOP PLATE <br />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 />OVER TOP PLATE <br />SP2 w/ (12) 10d NAILS AT <br />n . �_ <br />PROVIDE BLOCKING <br />_SIMPSON <br />6,r HO STUDS UNDER 2nd FLOOR HEADER ARE <br />SEE FOUND. PLAN FOR FTG. REQ. <br />BELOW JAMBS <br />-- - <br />TOP AND SIMPSON SP1 ( ) 10 <br />NAILS AT BASE w/ 10 d <br />NOT REQ'D TO HAVE CONNECTIONS. <br />• . <br />• " <br />*PROVIDE (2) CRIPPLES BELOW <br />ATTACH STUDS w/ (3) 12d TOENAILS T&B <br />SEE FOUNDATION PLAN <br />_,.,�_ <br />TO ANY GIRDER TRUSS IN THIS <br />2 STORY INT. BEARING WALL <br />PROVIDE EXTERIOR SHEATHING <br />FOR FTG. REQ. <br />2x CRIPPLES TO <br />MATCH JACK <br />SITUATION. CONNECT G.T. TO <br />STUDS w/ (2) SIMPSON HTS20 w/ <br />ATTACHED PER NAILING SCHEDULE <br />AND EXTERIOR FOR EXTERIOR 2 STORY WALLS ONLY. <br />HEADER CONNaQ 2nd FLOOR <br />STUDS BELOW <br />(24) 10d x 1 1/2" NAILS AT TOP AND <br />BOTTOM TO HEADER <br />5 <br />SHEATHING CAN STOP ONCE UNDER <br />. <br />6 <br />2 STORY COL. <br />@ <br />GIRDER 7 <br />IF CRIPPLES ARE LESS THAN 8" <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 HEADER STRAPS <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 />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 />PLATE THEN DOWN THE <br />2x6 WALL, USE SP8 FOR 2x8 WALL) °O 24" O.C. <br />PER PLAN <br />SEE Q/S4 FOR REQ'D JAMB INFO <br />SIMPSON LS30 w/ (6) 10d x 1 <br />1/2" NAILS AT EACH END TYP. <br />FACE OF HEADER/STUDS <br />(2) 2x HEADER SEE PLAN <br />DOUBLE 2x4 <br />*FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE <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 />ATTACHED w/ (2) 16d TOENAILS <br />AT EACH END <br />NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />W/ (2) 12d TOENAILS T/B <br />_ <br />THEN DOWN THE FACE OF <br />INTERIOR HEADER <br />2 WS 10d @ <br />"�-- <br />(2) 2x SILL PLATE <br />HEADER/ STUDS (2) 2X SPF TOP PLATE <br />MIN (3) 2x #2 SPF STUDS — <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />3' 0/ <br />2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN <br />@ END OF HEADER. SEE <br />EXTERIOR HEADERS <br />2x W/ 12d TOENAILS. <br />LqT NO2 <br />2x <br />STUDS @ 16" O.C. <br />W/ (2) 12d TOENAILS T/B INTERIOR HEADER <br />Q/S4 FOR REQ'D JAMB <br />(1) SILL PLATE (2) <br />OPENING LARGER THAN 4 ft (2) 2x <br />MjN OA TOP SPLICE <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />INFO. <br />(2) 10d TOENAILS AT EACH 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 />• <br />ALT. HEADER ANCHOR <br />IS GREAT THAN 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON <br />ER N <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 />' <br />SCALE: N.T.S. <br />A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END <br />TYPICAL BLOCK WALL <br />IF OPENING IS GREATER THAN 4 <br />PROVIDE 2x4 ON <br />' <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 />' <br />EACH END 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 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 />END OF OPENING CENTERED <br />TAPCONS <br />,'' <br />W/ (2) 10d NAILS <br />NAILED TO STUD PACK / FLOOR DECK <br />FLOOR DECK <br />@ 3" O.C. 2x4 BEYOND <br />DOUBLE <br />W/ 10d NAILS @ 8"o.c. <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. aQ 2nd FLOOR <br />HEADER <br />CONN. aQ 2nd <br />AT LEAST 4'-0" LONG. TYPICAL <br />W/ HIGH BM r9 <br />FLOOR [DOUBLE STRAP] <br />TOP PLATE SPLICE DETAIL <br />�o <br />SCALE: N.T.S. <br />SYSTEM 42 <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />, <br />`\\\��N�utulrrurr,,�� <br />W N <br />%�: <br />e0 <br />'11' <br />Q' f • S E ' •., <br />` v CJ <br />tr► <br />�O <br />Q <br />4''•••.....•••' <br />ARO F E SS <br />`0 <br />II <br />To the best of the Engineers 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 />Residenlial <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />W <br />Q <br />eeefff EGo <br />O <br />N J <br />C <br />N d y� <br />a0 tll <br />LL <br />i! " W <br />aq <br />a <br />v� <br />NrNi <br />uu <br />LLa�e <br />mrLiLL <br />a�5 <br />a <br />0 <br />&0 <br />W <br />� <br />��pjO' <br />a <br />Z <br />IL a <br />N M2 <br />¢ <br />eoo a <br />itLO <br />0 <br />(0W <br />Z <br />O <br />_j <br />❑❑❑ <br />Z <br />Z n <br />Q <br />a <br />13 <br />N <br />z <br />�O <br />- <br />V) <br />w <br />C � <br />Lu <br />U <br />QS <br />tml <br />� <br />M <br />w <br />a <br />`a <br />�(� <br />O <br />SU <br />LL <br /><Ki <br />Z <br />Q <br />E <br />" <br />`0 <br />W <br />0 <br />u <br />oo <br />Z~ <br />O <br />0 <br />Q <br />go <br />4= <br />as <br />8z <br />wZ <br />� <br />U <br />�m <br />mo <br />o <br />Z >N <br />N <br />JV <br />°i <br />mw <br />W <br />o <br />�o <br />"Kr <br />z1% <br />o 3 <br />0� <br />0 (0 <br />J <br />ai <br />M <br />c� <br />� <br />•' <br />N <br />Or-. <br />o <br />Cfl <br />C m <br />= <br />L.f) <br />2 <br />CC0 T <br />, /ram <br />Y / <br />LO <br />N <br />= M <br />G 0 <br />o <br />E <br />N <br />O <br />N <br />r ' <br />0 <br />Z <br />E 0 <br />E <br />c <br />a <br />0 <br />v <br />c <br />JOB <br />NO: <br />21-5703 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />D2 <br />