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b <br />N <br />N <br />I <br />Q <br />N <br />N <br />x <br />0 <br />0 <br />J <br />N <br />N <br />Iv <br />0 <br />0 <br />C <br />a <br />N <br />v <br />E <br />0 <br />x <br />`v <br />J <br />0 <br />0 <br />0 <br />o_ <br />a <br />00 <br />' <br />i <br />3 <br />W <br />(1) SIMPSON LSTA30 w/ (22) <br />12d <br />GABLE END FLOOR <br />SEE SS FOR RETROFIT <br />10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" <br />TO <br />TOENAILS 2x4 <br />TRUSS SEE R/S6 FOR <br />CONNECTION IF MSTAM36 <br />1 OR 2 PLY GIRDER <br />PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 <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 />(224" O.C. <br />EXT. SHEATHING <br />MASONRYNJ <br />A BELOW AND ALT. <br />Q <br />CONNECTION. <br />2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE <br />FLUSH W/ TOP <br />2 MASNORY <br />BLOCKING INFO <br />QA <br />SEE PLAN FOR CONN. <br />W/ (2) 12d TOENAILS T/B <br />(2) 2x HEADER SEE PLAN <br />SEE FOR <br />BLOCKING <br />OF & 8d <br />NAILS T/B FLANGE <br />1. APPLY SUB <br />(3) 2x # SPF <br />(2) 10d TOENAILS AT EA. INTERIOR HEADER <br />DETAILS <br />FLOOR + <br />STUDS w/ 10d @ <br />(2) - 2x SPF TOP PLATE <br />END OF SILL. MAX. 2) 12d TOENAILS. <br />2x STUDS <br />© <br />ADHESIVE TO <br />8" O.C. EACH SIDE <br />OPENING WIDTH 4 FEET. EXTERIOR HEADERS <br />'97 <br />2x4 CONTACT <br />U.N.O. ON PLAN <br />IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />• • •a <br />SURFACE 0 2x4 #2 BLOCKING <br />THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x <br />il <br />FLOOR SYSTEM <br />NOTE: VERIFY WITH FLOOR <br />FRAMING PLAN FOR I -JOIST <br />B 2x4 SIDE BRACE <br />�� <br />AT 48 O.C. <br />EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) <br />A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE <br />SEE PLANOKI <br />OR FLOOR TRUSS FOR <br />BETWEEN JOISTS <br />2X CONT. RIBBON <br />x 1 1/2" CLIP IS TO BE <br />•� <br />CORRECT BLOCKING <br />w! (3) 12d EA. END <br />INSTALLED AT EA. END HEAMIN DER SEE Q/S4 FOR REQ'D JAMB INF <br />'• <br />G.C. VERIFY INTERIOR <br />1/2" GYP. BOARD OR <br />REQUIREMENTS <br />TO HORIZ. <br />BLOCKING <br />TYPICAL BLOCK <br />FLOOR DECK <br />2x CRIPPLE AT EA. <br />WALL <br />SIMPSON LSTA30 w/ (11) 10d <br />(2) SIMPSON MSTAM36 STRAPS w/ (7) 10d <br />EXTERIOR STRUCTURAL <br />1-1/8" RIM BOARD <br />END OF OPENING TO STUDS ABOVE PLATE <br />NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED <br />SHEATHING (MIN. 7/16") <br />FLOOR TRUSS/ <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 FLOOR DECK <br />BELOW. IF WOOD WALL IS BELOW USE (2) <br />WALL SHEATHING <br />(2) 12d TOE NAILS TOP <br />(7) 10d NAILS & (4) 1/4"x2 <br />TIE BEAM <br />@ gno c• FLOOR TRUSS/ I -JOIST SEE PLAN <br />SIMPSON MSTA36 STRAPS w/ (26) 10d <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" = V-0" <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 r2 <br />GIRDER/COL. CONN. <br />@ 2nd FLOOR 3 <br />HEADER CONN. @ 2nd 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 />JAMB STUD 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 />CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />2x6 / 2x8 CRIPPLES @ 16" O.C. <br />NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP <br />2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. <br />REQ'D TYP <br />BO SIMPSON LSTA24 w/(18) 10d NAILS <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />SEE INFO BELOW ON CONNECTION PLATE SEE PLAN <br />:�o�;o,ooaoi�oo <br />OF CRIPPLES IF LONGER THAN 8" <br />f 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 />2x HEADER TO SIT <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 (2) <br />) <br />f. <br />NAILS TO STUDS ABOVE & (11) 10d <br />NAILS BENT OVER TOP PLATE <br />THEN DOWN THE FACE OF <br />(2) - 2X SPF TOP PLATE <br />HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE <br />SEE PLAN FOR SIZE <br />l <br />2 4 #2 SPF STUDS <br />NAILS TO STUDS BELOW. <br />2x HEADER SEE PLAN <br />2x6 / 2x8 WALL BEYOND SEE <br />x <br />AT 16" O.C. U.N.O. <br />OD SIMPSON SP1 w/ (10) 10d NAILS <br />HEADER/ STUDS <br />(2) <br />HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER <br />a' <br />G <br />INTERIOR HEADER <br />SEE PLAN FOR <br />NAILING AREA (TYP.) <br />CONNECTION <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 />COL. SIZE — <br />(2) SIMPSON MSTA36 STRAPS w/ <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 />(26) 10d NAILS <br />SEE STANDARD HEADER <br />DOUBLE 2x6 OR 2x8 TOP <br />AT STEP DOWN LOCATION, MIN 7" <br />REQ'D JAMB INFO <br />OPENING LARGER THAN 4 ft 2 2x <br />() <br />PLATE SEE PLAN CONNECTION DETAILS FOR <br />MORE INFORMATION <br />L2xSSPF EMBEDMENT PAST STEP. <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />FLOOR SYSTEM OR12d <br />NAILS AAB <br />E PLATE <br />2x CRIPPLES @ 16" O.C. <br />10d x 1 1/2" EACH SIDE <br />2-STY. FRAMING <br />O.C. TYP T SIMPSON SP6 w/ (6) 10d x <br />PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE <br />W/ (2) 12d TOENAILS T/B <br />(2) 10d TOENAILS AT EACH END OF <br />2 1 1/2" (USE SP8 FOR 2x8 <br />O 2 x #2 <br />C B H B C <br />FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />BAND JOIST & BLKG. <br />WALL) @ 24" O.C. <br />SYP U.N.O. <br />EWALL OR BEAM WALL) AT EACH STUD AT HEADER / <br />IF OPENING IS GREATER THAN 4, <br />OR LVL GIRDER <br />° <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 />n <br />(BLOCK SOLID) <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 />TO BE INSTALLED AT EACH END. <br />SEE PLAN FOR <br />2 x CONT. T <br />AND MULTIPLE STUD PACKS <br />PACK W/ 10d NAILS @ 8"O.C. <br />COL. SIZE <br />h+ a <br />LU 2 x 4 #2 SPF STUDS B <br />O INTERIOR HEADER <br />TYPICAL BLOCK WALL <br />PLYWOOD ATTACHED PER <br />NAILING SCHEDULE <br />SIMPSON HTT4 w/ 18 <br />( ) <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 />ANCHOR BOLT w/ <br />BOX HEADER <br />SEE PLAN <br />E F I I -gyp � F F <br />�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 />() <br />10d NAILS & (4) 1/4"x21/4" <br />TIE BEAM <br />MIN. 6" EMBEDMENT <br />(2) SIMPSON LSTA12 w/ (10) (2) 2x TOP PLATE <br />10d NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ <br />T 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 SIMPSON SP2 w/ (12) 10d NAILS AT <br />. � SEE FOUND. PLAN FOR FTG. REQ. <br />HO STUDS UNDER 2nd FLOOR HEADER ARE <br />BELOW JAMBS <br />� • <br />-+ TOP AND SIMPSON SP1 w! 10 10d <br />° ( ) <br />NAILS AT BASE <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 F <br />FOUNDATION PLAN <br />TO ANY GIRDER TRUSS IN THIS <br />2 ST. I NT. BEARING WALL <br />FOR FTG. REQ. <br />2x CRIPPLES TO SITUATION. CONNECT G.T. TO <br />PROVIDE EXTERIOR SHEATHING <br />MATCH JACK STUDS w/ (2) SIMPSON HTS20 w! <br />AND EXTERIOR <br />ATTACHED PER NAILING SCHEDULE <br />r5 <br />HEADER CONN. <br />@ 2nd FLOOR <br />O x 1 1/2" NAILS AT TOP AND <br />STUDS BELOW BOTTOM TO HEADER <br />BOTTOM <br />FOR EXTERIOR 2 STORY WALLS ONLY.6 <br />SHEATHING CAN STOP ONCE UNDER <br />2 STORY COL. aC� GIRDER <br />(IF CRIPPLES ARE LESS THAN 8" <br />SCALE: 1/2" = V-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 />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 8/13-2 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 />2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />PER PLAN <br />SEE Q/S4 FOR REQ'D JAMB INFO <br />PLATE THEN DOWN THE <br />SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. <br />FACE OF H DER/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 <br />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 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 />" / <br />4,77 <br />2x CRIPPLES @ 16" O.C. <br />(2) 2x HEADER SEE PLAN <br />@ END OF HEADER. SEE <br />EXTERIOR HEADERS <br />2x SILL PLATE W/ 12d TOENAILS. <br />'O FN <br />L9r O2 <br />F48rr x�T <br />2x STUDS 16" O.C. <br />@ <br />W/ (2) 12d TOENAILS T/B <br />INTERIOR HEADER <br />Q/S4 FOR REQ'D JAMB <br />(1) (2) <br />OPENING LARGER THAN 4 ft (2) 2x <br />tiJjN Op TOP SPLICE <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />INFO. <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 />TO <br />10d x 1 1/2 EACH SIDE <br />ALT. HEADER ANCHOR <br />LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON <br />OPENING NAILED STUD <br />8 <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 />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 <br />MIN (3) 2x #2 SPF STUDS @ END <br />TYPICAL BLOCK WALL <br />IF OPENING IS GREATER THAN 4, <br />PROVIDE 2x4 ON <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 />TO BE INSTALLED AT EACH END. <br />PLATE ATTACH <br />Ile <br />END OF OPENING <br />CENTERED <br />TAPCONS <br />W/3(�2) 1C NAILS <br />NAILED TO STUD PACK t <br />FLOOR DECK <br />FLOOR DECK <br />@ 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 />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 <br />FLOOR <br />[DOUBLE STRAP] <br />TOP PLATE SPLICE DETAIL <br />9 <br />10 <br />SCALE: 1/2" = V-0" <br />SYSTEM 42 <br />SCALE: 1/2" = V-0" <br />SCALE: 3/4" = V-0" <br />U!9 <br />z_CD <br />z�z <br />a <br />C <br />w <br />�U — <br />O c <br />E <br />U <br />o <br />�M <br />L.0 <br />' '— <br />C W Cl) <br />O o N <br />-T- <br />U <br />�"GO <br />O <br />8I <br />o <br />¢ 0AN <br />� o <br />MD. <br />2 co <br />oC� <br />Z 1Lgao r'z o <br />� 2Ng ow <br />W nLL fi <br />W <br />Z��Q C> <br />LLaiW965 mmZMecp_2 ¢ =E <br />W A IT <br />Q N J <br />N O <br />O U F— <br />To the best of the Engineer's knowledge, information, 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 />Z � <br />O�n <br />I> -+(HMO <br />M <br />Q 0 Ln <br />d ui •� '� <br />HU <br />CL ^ <br />V a4 <br />Q <br />E <br />W_jC) <br />Z <br />CR�+ <br />u, Q <br />Za <br />a <br />3 80, <br />0 W Z <br />Z <br />Z <br />�W <br />LL <br />U) <br />UOW® <br />L <br />a� <br />Z <br />O <br />Zo <br />z <br />Z <br />oC <br />Uv, <br />3 <br />o <br />C'-4J <br />U <br />= <br />O u. <br />rat; <br />o <br />, <br />vo«�y <br />W p <br />N <br />W <br />V' <br />OLuQ <br />Z <br />Z <br />` <br />uj <br />Jrl <br />Ln <br />WLU <br />N <br />Q <br />zg <br />m <br />Z <br />Z <br />w <br />Z <br />aog <br />o <br />00 <br />� <br />x <br />SCALE : AS NOTED <br />DATE : 3/19/2018 <br />TECH: MJAM ES <br />VERSION NO. 5nO <br />SHEET NO. <br />D2 <br />