Laserfiche WebLink
(1) SIMPSON LSTA30 w/ (22) <br />(2)- 12d <br />GABLE END FLOOR <br />SEE SS FOR RETROFIT <br />10d NAILS BENT OVERTOP <br />SON SP4 w/ (6) 10d x 1 1/2" <br />(USE SP6 FOR 2x6 WALL, USE SP8 <br />(USE <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 />(&(2) <br />SEE PLAN FOR CONN. <br />W/ (2) 12d TO T/B <br />2x HEADER SEE PLAN <br />SEE FOR <br />BLOCKING <br />2 OF MASNORY & 8d <br />NAILS T/B FLANGE <br />/ <br />1. APPLY SUB <br />(3) 2x # SPF <br />(2) 10d TOENAILS AT EA. <br />INTERIOR HEADER <br />DETAILS <br />LO <br />0 <br />FLOOR + <br />STUDS w/ 10d @ <br />(2) - 2x SPF TOP PLATE <br />END OF SILL. MAX. <br />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 />E <br />EXTERIOR HEADERS <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 q 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 CONT. RIBBON <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 2x #2 SPF STUDS @ END OF <br />( 3 ) <br />INSTALLED AT EA, END <br />.°• <br />CORRECT BLOCKING <br />w/ (3) 12d EA. END <br />HEADER SEE Q/S4 FOR REQ'D JAMB INF <br />G.C. VERIFY INTERIOR <br />REQUIREMENTS <br />TO HORIZ. <br />TYPICAL BLOCK <br />FLOOR DECK <br />1/2" GYP. BOARD OR <br />BLOCKING <br />WALL <br />2x CRIPPLE AT EA. <br />SIMPSON LSTA30 w/ (11) 10d <br />(2) SIMPSON MSTAM36 STRAPS w/ (7) 10d <br />EXTERIOR STRUCTURAL <br />1-1/8" RIM BOARD <br />FLOOR TRUSS/ <br />END OF OPENING <br />S ABOVE PLATE <br />TO STUDS E <br />NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED <br />SHEATHING (MIN. 7/16") <br />NAILED TO STUD <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 />WALL SHEATHING <br />T2) 12d <br />OCH NAI S TOP <br />(7) 10d NAILS & (4) 1/4"x2 <br />TIE BEAM <br />g��o•c• <br />@ <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />SIMPSON MSTA36 STRAPS w/ (26) 10d <br />TO RIM BOARD <br />& BOTT <br />1/4" TITENS <br />SIMPSON LSTA30 FROM WIN W <br />NAILS TALC. TO INSURE SOLID BLOCKING <br />AJS BLOCKING PANEL @ 24" <br />JAMB TO FLOOR TRUSS/ SOLID <br />IS INSTALLED). <br />= <br />SCALE: 1 1/2" 1'-0" <br />O.C. (MAX) AND @ EACH <br />PROVIDE BLOCKING <br />BLOCKING BELOW. <br />SCALE:3/4" 1'- 0" <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 />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 <br />BLOCKING DETAIL 2 <br />GIRDER/COL. CONN. <br />@ 2nd FLOOR 3 <br />HEADER CONN. @ 2nd <br />FLOOR 4 <br />SCALE: 1/2" = V-0" <br />AS NOTED <br />SCALE: 3/4" = V-0" <br />SCALE: 1/2" = V-0" <br />SEE Q/S4 FOR <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />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 />BE 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 />oao o°o o°o a°o <br />w/(18) <br />OF CRIPPLES IF LONGER THAN 8" <br />TYP. <br />2 - 2 x 4 SPF <br />E SIMPSON CS16 w/MIN. 12" END <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" ( USE SP6 FOR <br />SEE PLAN FOR CONN. <br />TALL. (CONTRACTOR MAY USE RTT <br />2x HEADER TO SIT <br />A <br />TOP PLATES LENGTH ON STUDS W/ (11) 10d <br />(1) SIMPSON LSTA30 w/ (22) 10 <br />2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />CLIPS) NAIL BACK LEG OF CIPPLE TO <br />(2) <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 />SEE PLAN FOR SIZE <br />2 x 4 #2 SPF STUDS <br />NAILS TO STUDS BELOW. <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. <br />° <br />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 />CONNECTION <br />SEE PLAN <br />OE 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 MSTA36 STRAPS w/ <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 />(26) 10d NAILS <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 />1 Od x 1 1/2" EACH SIDE <br />2-STY. FRAMING <br />O.C. TYP T & B <br />SIMPSON SP6 w/ (6) 10d x <br />C B H B C <br />PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE <br />FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 <br />W/ 2 12d TOENAILS T/B <br />T) <br />(2) 10d TOENAILS AT EACH END OF <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />BAND JOIST & BLKG. <br />(2) 2 x #2 <br />1 1/2" (USE SP8 FOR 2x8 <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 <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"O.C. <br />TO BE INSTALLED AT EACH END. <br />COL. SIZE <br />2 x 4 #2 SPF STUDS g <br />O INTERIOR HEADER <br />TYPICAL BLOCK WALL <br />PLYWOOD ATTACHED PER <br />NAILING SCHEDULE <br />SIMPSON HTT4 w/ (18) <br />G <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />16d NAILS & 5/8" <br />BOX HEADER <br />AT 16" O.C. U.N.O. (2) 2x HEADER <br />EXTERIOR HEADERS <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />ANCHOR BOLT w/ <br />(2) 2x TOP PLATE <br />E F TYP FSEE PLAN F <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 />SIMPSON MSTAM36 W/ (7) <br />1 Od NAILS & (4) 1/4 x2 1/4 <br />TIE BEAM <br />\ <br />MIN. 6" EMBEDMENT <br />(2) SIMPSON LSTA12 w/ (10) <br />10d NAILS WRAPPED UP AND <br />2x CRIPPLES @ 16" O.C. w/ <br />D <br />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 />SEE FOUND. PLAN FOR FTG. REQ. <br />O STUDS UNDER 2nd FLOOR HEADER ARE <br />BELOW JAMBS <br />°u <br />NOALS AT D BASE ON SP1 w/ (10) 10d <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 />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 />T ) <br />AND EXTERIOR <br />ATTACHED PER NAILING SCHEDULE <br />tj <br />HEADER CONN. 2nd FLOOR <br />STUDS BELOW <br />(24) 10d x 1 1/2" NAILS AT TOP AND <br />BOTTOM TO HEADER <br />FOR EXTERIOR 2 STORY WALLS ONLY.6 <br />2 STORY COL. � <br />GIRDER <br />(IF CRIPPLES ARE LESS THAN 8" <br />SHEATHING CAN STOP ONCE UNDER <br />7 <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 a•°.o <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 />(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 IF DOWN SET OR BOX HEADER IS USED <br />10d NAILS BENT OVERTOP <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 />OTHERWISE DETAIL CAN <br />BE IGNORED <br />SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. <br />PLATE THEN DOWN THE <br />(2) 2x HEADER SEE LAN <br />*FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE <br />FACE OF HEADER/STUDS <br />° <br />DOUBLE 2x4 <br />ATTACHED w/ (2) 16d TOENAILS AT EACH END <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 />TOP PLATE <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 />° <br />THEN DOWN THE FACE OF <br />INTEILL RIOR <br />S 1 @ <br />(2) 2x SILL PLATE <br />HEADER/ STUDS <br />(2) 2X SPF TOP PLATE <br />2 2x HEADER SEE PLAN <br />MIN (3) 2x #2 SPF STUDS <br />(1) PLATDE W/ 2 12dTOENAILS. <br />EXTERIOR HEADERS ) <br />3" O/C <br />F <br />'�<XTFN <br />�2xSTU�DS <br />W/C2 CRIPPLES <br />N <br />O <br />OF HEADER. ES <br />1 SILL PLATE W/ 2 12 d TOENAILS. <br />° <br />° <br />�TF <br />@ 16" O.C. <br />() TOENAILS B <br />INTERIOR HEADER <br />Q/S4 FOR REQ'D JAMB@END <br />O O <br />E <br />OPENING LARGER THAN 4 ft (2} 2x <br />TOP SPLICE <br />2IjN A <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />INFO. <br />° <br />(2) 10d TOENAILS AT EACH <br />EXTERIOR HEADERS <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />° <br />END OF SILL (MAX. OPENING <br />WIDTH 4 FEET). IF 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 />° <br />ALT. HEADER ANCHOR <br />IS GREATER THAN 4 FEET <br />LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON <br />OPENING NAILED TO STUD <br />° <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 <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 />1/2" IS TO BE INSTALLED AT <br />OF HEADER SEE Q/S4 FOR <br />FEET BUT NOT EXCEEDING 6 FEET, <br />TOP OF 2x8 TO <br />` <br />EACH END <br />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 <br />SIMPSON LSTA30 w/ (22) 10d NAILS <br />SIMPSON (2) MSTAM36 w/ (7) <br />10d NAILS & (4) 1/4"x2 1/4" <br />V TO BE INSTALLED AT EACH END. <br />PLATE ATTACH <br />Ile <br />END OF OPENING <br />CENTERED <br />TAPCONS <br />+.. <br />W/NAILS <br />NAILED TO STUD PACK <br />FLOOR DECK <br />FLOOR DECK <br />'20.d <br />C <br />@ 32x4 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 />BELOW JAMBS TIE BEAM <br />2X CONT. RIBBON <br />2x8 STUDS 2x4 W/ 2 ROWS <br />PER PLAN <br />SIZE & CONNECTIONS <br />NOTE: <br />OF 10d NAILS <br />PLATE LENGTHS MUST BE <br />@ 3" O.C. <br />HEADER CONN. a� 2nd FLOOR <br />HEADER <br />CONN. a� 2nd <br />AT LEAST 4'-0°LONG. TYPICAL <br />W/ HIGH BM <br />FLOOR <br />[DOUBLE STRAP] <br />TOP PLATE SPLICE DETAIL <br />9 <br />jo <br />SCALE: 1/2" = V-0" <br />SYSTEM 42 <br />SCALE: 1/2" = T-0" <br />SCALE: 3/4" = T-0" <br />U� <br />zmE <br />_ o <br />z� <br />z� <br />a <br />a.) C <br />W <br />� o <br />O w <br />F- <br />o <br />N M <br />U <br />O 2) °° <br />a) C") <br />W <br />� <br />— c�i <br />C fii C ) <br />N O M <br />O O <br />U� <br />C,_ :5"00 <br />Coo <br />L Y <br />u) O V <br />¢rn <br />Sao <br />AN <br />®m <br />N C H D C <br />�.�° <br />*�t1t1 <br />•��� 7- N <br />PARME 8, <br />y. �, <br />� U).fELL <br />w • <br />LLW a 45 <br />To ion, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />r4 <br />Z <br />OIL <br />���o <br />M <br />Q41 <br />U-) MLr) <br />'�fi <br />a. cn •� <br />(U Lin <br />zz <br />Q L <br />oC V 00 <br />Q � <br />E <br />Z <br />WLU <br />Mj <br />oZ <br />o <br />W <br />za <br />Ea <br />F <br />LLI <br />oo08o <br />W <br />LD 0 w Z <br />LD J <br />T <br />V' <br />d UWI C 0 <br />00 <br />Quj <br />i <br />zp <br />zz <br />o <br />> <br />N <br />Xz <br />oC <br />N� <br />� <br />U <br />-p <br />L1! <br />W <br />-0 <br />CV <br />z <br />J a <br />UU <br />_ <br />�W <br />o* <br />_� <br />P OF <br />0 <br />J+� <br />a <br />Q <br />< oe <br />�oc� <br />L1v <br />oQoa <br />N <br />t\ <br />W u, <br />� <br />�ow� <br />g��� <br />Zao <br />z <br />W <br />ago <br />,�--i <br />w <br />w <br />Q <br />�SZg <br />a F <br />,-� <br />N <br />Q <br />Z <br />W <br />¢wz <br />N <br />Z <br />= <br />a <br />Cyz <br />co <br />� <br />= <br />a z <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAND <br />VERSION NO. 10 <br />O <br />SHEET N0. <br />D2 <br />