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(2)- 12d <br />GABLE END FLOOR <br />SEE SS FOR RETROFIT <br />(1) USP LSTA30 STRAPS <br />BENT OVER TOP PLATE <br />TOENAILS 2x4 <br />TO TRUSS TOP <br />TRUSS SEE R/S6 FOR <br />CONNECTION IF MSTAM36 <br />CAN NOT BE INSTALLED / <br />1 OR 2 PLY GIRDER <br />THEN DOWN THE FACE <br />USP SPT4 W/ 6 10d X 1 1/2" <br />( ) <br />CONNECTION INFO TO <br />TRUSS. SEE PLAN FOR <br />OF HEADER/STUDS W/ <br />@ 24" O.C. <br />MASONRY WALL <br />CONNECTION. <br />(22) 10d NAILS <br />EXT. SHEATHING <br />QA BELOW AND ALT. <br />SEE PLAN FOR CONN. <br />(2) - 2x SPF TOP PLATE <br />FLUSH W/ TOP <br />BLOCKING INFO <br />Q <br />2x CRIPPLES @ 16" O.C. <br />(2) 2x HEADER SEE PLAN <br />SEE FOR 2 OF MASOORY& 8d <br />BLOCKING NAILS T/B FLANGE <br />0 <br />1. APPLY SUB <br />(3) 2x # SPF <br />W/ (2) 12d TOENAILS T/B <br />INTERIOR HEADER <br />DETAILS <br />'� <br />FLOOR + <br />STUDS w/ 10d @ <br />(2) - 2x SPF TOP PLATE <br />(2) 10d TOENAILS AT EA. <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />2x STUDS <br />© <br />ADHESIVE TO <br />8" O.C. EACH SIDE <br />END SILL. MAX. <br />EXTERIOR HEADERS <br />• <br />Zx4 CONTACT <br />SURFACE 0 2x4 #2 BLOCKING <br />U.N.O. ON PLAN <br />OPENING WIDTH 4 FEET, <br />I <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />o <br />IF OPENING IS GREATER <br />OPENING LARGER THAN 4 ft (2) 2x <br />FLOOR SYSTEM <br />SEE PLAN <br />MNOTE: <br />VERIFY WITH FLOOR <br />FRAMING PLAN FOR I -JOIST <br />B 2x4 SIDE BRACE <br />AT 48" O.C. <br />THAN 4 FEET BUT NOT <br />EXCEEDING 6 FEET. <br />SILL PLATE W/ MP3 CLIPS EACH SIDE <br />OR FLOOR TRUSS FOR <br />BETWEEN JOISTS <br />2X CONT. RIBBON <br />A MP3 CLIP IS TO BE <br />MIN (3) 2x #2 SPF STUDS @ END <br />CORRECT BLOCKING <br />w/ (3) 12d EA. END <br />INSTALLED AT EA. END <br />OF HEADER SEE Q/S4 FOR REQ'D <br />° <br />G.C. VERIFY INTERIOR <br />REQUIREMENTS <br />TO HORIZ. <br />TYPICAL BLOCK <br />FLOOR DECK <br />JAMB INFO <br />1/2" GYP. BOARD OR <br />BLOCKING <br />WALL <br />2x CRIPPLE AT EA. <br />USP LSTA 30 w/ 11) - 10d <br />(2) USP MSTAM36 STRAPS w/ (8) 10d <br />EXTERIOR STRUCTURAL <br />1-1/8" RIM BOARD <br />END OF OPENING <br />TO STUDS ABOVE PLATE <br />NAILS & (5) Ya" x 2 TAPCONS <br />SHEATHING (MIN. 7/16") <br />FLOOR TRUSS/ <br />NAILED TO STUD <br />CENTERED ON FLOOR SYSTEMSTEMTTO °' '` <br />VERIFY W/ PLAN <br />8d NAILS @ 3" O.C. <br />JOIST SEE PLAN <br />(2) USP MSTAM36 STRAP(S) <br />I -JOIST SEE PLAN <br />PACK w/10d NAILS <br />FLOOR DECK <br />MASONRY WALL BELOW. CONTRACTOR <br />WALL SHEATHING <br />(2) - 12d TOE NAILS TOP <br />CENTERED W/ (8) 10d NAILS <br />TIE BEAM <br />@ 8��° c <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />MAY USE (2) SIMPSON MSTAM36 STRAPS <br />TO RIM BOARD <br />& BOTT. CHORD <br />& (5) 1/4 TAPCONS. <br />USP LSTA30 FROM WINDOW <br />w/ (7) 10d NAILS & (4) Y4' x 2 Y4' TITENS <br />AJS BLOCKING PANEL @ 24" <br />CONTRACTOR MAY USE <br />JAMB TO FLOOR TRUSS/ SOLID <br />INSTEAD OF USP MSTAM36 STRAPS. IF <br />SCALE:1 112" =1'-0" <br />O.C. (MAX) AND @EACH <br />SIMPSON (2) MSTAM36 W/ (7) <br />PROVIDE BLOCKING <br />BLOCKING BELOW. <br />BELOW USE (2) MST <br />WOOD WALL IS BMSTA36 SCALE:3/4" =1' - 0" <br />GABLE END RIM JOIST <br />END OF WALL UNDER <br />10d NAILS & (4) Y4'I TAPCONS <br />BELOW JAMBS <br />SEE 8/D-2 FOR ALT. CONDITION. <br />DETAIL TO BE <br />STRAPS (22) 10d NAILS (2) <br />SEE SS FOR RETROFIT <br />SEE R/S6 FOR <br />CORNERS <br />INSTEAD OF USP STRAP. <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />SIMPSON MSTA36 STRAPS w/ (26) 10d <br />CONNECTION IF MSTAM36 <br />CONNECTION INFO TO <br />- 10d TOE NAILS <br />EITHER STRAP IS ADEQUATE <br />OTHERWISE DETAIL <br />CAN BE IGNORED <br />NAILS (G.C. TO INSURE SOLID BLOCKING SECTION CORNER CAN NOT BE INSTALLED <br />MASONRY WALL <br />EACH SIDE <br />E <br />IS INSTALLED), EITHER USP OR SIMPSON <br />STRAPS ARE ADEQUATE FRAMING ATTACHMENT <br />BLOCKING DETAIL r2 <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" Kz:�) <br />SEE Q/S4 FOR <br />O USP SPT24 @ EA. STUD W/6-10d <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 />TOP <br />OSEE <br />JAMB STUDUSP SPT4 W/ (6)-10d X 1 1/2" <br />TO STUD & TO TOP PLATE <br />NOTCHED @HEADER LOCATION SEE <br />REQ'D TYP @ 24" O.C. <br />O USP LSTA24 W/(18)-10d NAILS <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />INFO BELOW ON CONNECTION OF <br />P2LATE PLAN <br />o°o o°o o.°o 00o <br />CRIPPLES IF LONGER THAN 8" TALL. <br />P. <br />2 - 2 x 4 SPF O USP RS150 W/ MIN. 12" END <br />USP SPT4 W/ (6)-10d X 1 1/2" <br />SEE PLAN FOR CONN. <br />(CONTRACTOR MAY USE RTT CLIPS) <br />NAIL BACK LEG OF CIPPLE TO <br />(2) 2x HEADER TO SIT <br />A <br />TOP PLATES LENGTH ON STUDS W/ (11) 10d <br />(1) USP LSTA30 STRAPS BENT <br />OVER TOP PLATE THEN DOWN <br />@ 24" O.C. <br />HEADER w/ (2) 12 TONEAILS <br />FLUSH w/ THE OUTSIDE <br />NAILS TO STUDS ABOVE & (11) 10d <br />NAILS TO STUDS BELOW. <br />THE FACE OF HEADER/ STUDS <br />(2) - 2X SPF TOP PLATE <br />SEE PLAN FOR SIZE <br />2 x 4 #2 SPF STUDS <br />W/ (22) 10d NAILS <br />(2) 2x HEADER SEE PLAN <br />2x6 / 2x8 WALL BEYOND SEE <br />C AT 16" O.C. U.N.O. <br />OD USP SPT22 W/ (6)-10d TO STUD & <br />NAILING AREA (TYP.) <br />HEADER FLUSH TO OUTSIDE <br />FLOOR PLAN FOR HEADER <br />(2) 2x HEADER G <br />(4) - 10d TO PLATE <br />E 5/8" A.B. @ 24" O.C. AND 6" FROM <br />O <br />MIN (3) 2x #2 SPF STUDS @ <br />INTERIOR HEADER <br />SEE PLAN FOR <br />COL. SIZE <br />CONNECTION <br />SEE PLAN ( °' <br />END OF HEADER SEE Q/54 FOR <br />2x SILL PLATE W/ 12dTOENAILS. <br />(2) USP MSTA36 STRAPS CENTERED <br />SEE STANDARD HEADER <br />EACH END W/ 7" EMBEDMENT. IF <br />(1) (2) <br />w/ (22) 1d NAILS OR (2) SIMPSON <br />DOUBLE 2x6 OR 2x8 TOP <br />CONNECTION DETAILS FOR <br />AT STEP DOWN LOCATION, MIN 7" <br />REQ'D JAMB INFO <br />EXTERIOR HEADERS <br />MSTA36 STRAPS w/ (26) 10d NAILS <br />PLATE SEE PLAN <br />MORE INFORMATION <br />2 x SPF EMBEDMENT PAST STEP. <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />FLOOR SYSTEM OR <br />SIMPSON STRAPS <br />NAILS, <br />BASE PLATE O USP SPT4 EACH STUD <br />2x CRIPPLES @ 16" O.C. <br />OPENING LARGER THAN 4 ft (2) 2x <br />SILL PLATE W/MP3 CLIPS EACH SIDE <br />2-STY. FRAMING <br />ARE ADEQUATE) <br />O.C. PP TA& B <br />USP SPT6 OR <br />C B B • C <br />H <br />PRE-ENGINEERED @HEADER /JAMB CONDITION <br />FLOOR SYSTEM OR IF BUILT-UP STUDS ARE <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 />KNEEWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE <br />SILL (MAX. OPENING WIDTH 4 <br />OR LVL GIRDER <br />SYP U.N.O. <br />SPACED W/IN 6" FROM OPENINGS <br />(2) - 2 x 4 SPF <br />2X CRIPPLE AT EACH END OF <br />FEET). IF OPENING IS GREATER <br />(BLOCK SOLID) <br />AND MULTIPLE STUD PACKS <br />TOP PLATES <br />OPENING NAILED TO STUD <br />THAN 4 FEET, BUT NOT EXCEEDING <br />6 FEET, A MP3 CLIP IS TO BE <br />SEE PLAN FOR <br />2 x CONT. T & B <br />OINTERIOR HEADER <br />PACK W/ 10d NAILS @ 8"O.C' <br />INSTALLED TO EACH END <br />COL. SIZE <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />UjU 2 x 4 #2 SPF STUDS B <br />EXTERIOR HEADERS <br />(1) 2x SILL PLATE W/ (2)12d TOENAILS. <br />TYPICAL BLOCK WALL <br />PLYWOOD ATTACHED PER <br />NAILING SCHEDULE <br />USP HTT45 BASE W/ <br />AT 16" O.C. U.N.O. (2) 2x HEADER G <br />OPENING LARGER THAN 4 ft (2) 2x SILL <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />AN NAILS & 1 <br />ANCHHOO R BOLT W/ <br />BOX HEADER <br />SEE PLAN <br />F F <br />PLATE W/ MP3 CLIPS EACH SIDE <br />2 x 4 P.T. HH STUDS UNDER 2nd FLOOR HEADER <br />USP MSTAM36 STRAP(S) <br />CENTERED W/ (8) 10d NAILS <br />TIE BEAM <br />\ <br />V. <br />MIN. 6" EMBEDMENT <br />(2) LSTA12 WRAPPED UP <br />(2) 2x TOP PLATE <br />D <br />BASE PLATE ARE NOT REQ'D TO HAVE <br />& (5) 1/4 TAPCONS. <br />AND OVER TOP PLATE <br />„ <br />rl o°� <br />CONTRACTOR MAY USE <br />PROVIDE BLOCKING <br />�� <br />2x CRIPPLES @ 16 O.C. W/ USP <br />SEE FOUND. PLAN FOR FTG. REQ. <br />CONNECTIONS. ATTACH STUDS w/ (3) <br />12d TOENAILS T&B <br />SIMPSON MSTAM36 W/ (7) <br />BELOW JAMBS <br />a <br />° ° <br />SPT22 &SPT24 (OR SPT4) <br />CONNECTORS <br />10d NAILS & (4) Ya"x2Ya" <br />• <br />• ' <br />@TOP <br />PROVIDE EXTERIOR SHEATHING <br />2 ST. I NT. BEARING WALL ATTACHED PER NAILING SCHEDULE <br />TAPCONS INSTEAD OF USP <br />STRAP. EITHER STRAP IS <br />ADEQUATE <br />SEE FOUNDATION PLAN <br />FOR FTG. REQ. <br />2x CRIPPLES TO <br />PROVIDE 2 CRIPPLES BELOW <br />() <br />TO ANY GIRDER TRUSS IN THIS <br />SITUATION. CONNECT G.T. TO <br />FOR EXTERIOR 2 STORY WALLS ONLY. <br />MATCH JACK <br />STUDS W/ (2) - HTW20 TOP & (2) <br />AND EXTERIOR <br />SHEATHING CAN STOP ONCE UNDER <br />rj <br />HEADER CONN. 2nd FLOOR <br />@ <br />STUDS BELOW <br />BASE <br />DHAN <br />LOWER ROOF. <br />6 <br />2 STORY COL. @GIRDER <br />(IF CR PLLES ARELESS <br />SCALE: 1/2" = 1'-0" <br />SYSTEM 42 <br />SCALE: 1/2" = V-0" <br />� <br />8" LONG NO STRAPS ARE <br />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 FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />(2) LSTA24 <br />(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) USP LSTA30 STRAPS <br />USP SPT4 W/ (6)-10d X 1 1/2" <br />2x4 STUDS <br />PER PLAN <br />MIN (3) 2x #2 SPF STUDS @ END OF HEADER <br />OTHERWISE DETAIL CAN BE IGNORED <br />BENT OVER TOP PLATE <br />@ 24 O.C. <br />SEE Q/S4 FOR REQ'D JAMB INFO <br />THEN DOWN THE FACE OF <br />(2) 2x HEADER SEE PLAN <br />USP MP3 EACH END TYP. <br />FOR OPENINGS LESS THAN 4'-0" WIDE, <br />HEADER/STUDS W/ (22) 10d <br />DOUBLE 2x4 <br />(1) USP LSTA30 STRAPS BENT <br />NAILS <br />2x CRIPPLES @ 16" O.C. <br />TOP PLATE <br />SILL MAY BE ATTACHED <br />W/ (2) 16d <br />OVER TOP PLATE THEN DOWN <br />USP SPT4 W/ 6 10d X 1 1/2" <br />()- <br />W/ (2) 12d TOENAILS T/B <br />TOENAILS <br />@ EACH END <br />THE FACE OF HEADER/ STUDS <br />@ 24" O.C. <br />INTERIOR HEADER <br />° <br />2 WS 10d @ <br />(2) 2x SILL PLATE <br />W/ (22) 10d NAILS <br />(2) - 2X SPF TOP PLATE <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/C <br />�2xST�UDS <br />2x CRIPPLES 16" <br />(2) <br />@ END OF HEADER. SEE <br />2x SILL PLATE W/ 12d TOENAILS. <br />° <br />�48k4 <br />@ 16" O.C. <br />@ O.C. <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 />T TOP SPLICE <br />ti!/N Op <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />INFO. <br />EXTERIOR HEADERS <br />SILL PLATE W/ MP3 CLIPS EACH SIDE <br />° <br />(2) - 10d TOENAILS AT EACH <br />END OF SILL (MAX. OPENING <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />THAN 4 <br />2x CRIPPLE AT EACH END OF <br />OPENING NAILED TO STUD <br />(2) - 10d TOENAILS AT EACH END OF <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />° <br />ALT. HEADER ANCHOR <br />WIDTH 4 FEET). IF OPENING <br />OPENING LARGER ft (2) 2x <br />SILL PLATE W/ MP3 CLIPS EACH SIDE <br />PACK W/ 10d NAILS <br />IF OPENING IS GREATER THAN 4, <br />H <br />IS GREATER THAN 4 FEET <br />FEET BUT NOT EXCEEDING 6 FEET, <br />° <br />SCALE: N.T.S. <br />BUT NOT EXCEEDING 6 FEET, <br />MIN (3) 2x #2 SPF STUDS @ END <br />TYPICAL BLOCK WALL <br />A MP3 CLIP IS TO BE INSTALLED AT <br />PROVIDE 2x4 ON <br />° <br />A MP3 CLIP IS TO BE <br />INSTALLED AT EACH END <br />OF HEADER SEE Q/S4 FOR <br />EACH END. <br />FLOOR DECK <br />TOP OF 2x8 TO <br />° <br />REQ'D JAMB INFO <br />BLOCK OUT TOP <br />2x CRIPPLE AT EACH <br />USP LSTA30 CENTERED <br />(2) USP MSTAM36 STRAP(S) <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />•• <br />PLATE ATTACH <br />END OF OPENING <br />NAILED TO STUD PACK <br />W/(22) 10d NAILS <br />CENTERED W/ 8 10d NAILS <br />() <br />2X CONT. RIBBON <br />W/2d NAILS <br />@ 3,O.C. <br />W/ 10d NAILS @ $ o.c. I <br />FLOOR DECK <br />& (5) 1/4 TAPCONS. <br />TIE BEAM <br />2x4 BEYOND <br />AGAINST 2x8 <br />DOUBLE <br />CONTRACTOR MAY USE <br />2x8 TOP <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />SIMPSON (2) MSTAM36 W/ (7) <br />PROVIDE BLOCKING <br />STUDS <br />PLATE <br />SEE PLAN FOR BEAM <br />10d NAILS & (4) Ya"x2Y4' <br />BELOW JAMBS <br />2x8 STUDS 2x4 W/ 2 ROWS <br />SIZE & CONNECTIONS <br />TAPCONS INSTEAD OF USP <br />NOTE: <br />PER PLAN <br />OF 10d NAILS <br />STRAP. EITHER STRAP IS <br />PLATE LENGTHS MUST BE <br />@ 3" O.C. <br />HEADER CONN. <br />2nd FLOOR <br />ADEQUATE <br />N <br />HEADER CONN. @ 2nd <br />AT LEAST 4'1 LONG. TYPICAL <br />W/ HIGH BM <br />FLOOR <br />[DOUBLE STRAP] <br />TOP PLATE SPLICE DETAIL <br />s <br />10 <br />11 <br />SCALE: 1/2" = V-0" <br />SYSTEM 42 <br />SCALE: 1/2" = V-0" <br />SCALE: 3/4" = V-0" <br />(D r <br />z <br />_o <br />(0 <br />z° <br />z� <br />Q <br />O <br />J <br />a <br />t� z <br />U <br />Q) cn <br />.N w <br />r <br />O"I <br />~ <br />o <br />Mo <br />Vi <br />o <br />U <br />mI­ <br />Nm <br />L IJ <br />F-- E <br />— 8 <br />RIM <br />C CIO M <br />N 2 R <br />O o0 <br />= a; <br />, <br />U� <br />�Lco <br />�Qo <br />f Y <br />Q rn <br />� O <br />6<o <br />B <br />D. <br />� GV <br />io IN rr <br />IS <br />ZwW;ica� <br />LL <br />tilE <br />tain <br />tZ• <br />- e: <br />. ,CC <br />O o <br />Z'0 E cp' E. Q <br />• • <br />LL <br />� <br />�' 41/ <br />Q <br />rn� <br />W <br />Ite>� <br />Esst <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 Florida Building <br />code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />11 <br />Z NO <br />OWN <br />•:3 I'D O 0 <br />r> ro <br />Ln <br />a <br />rY U 00 <br />O <br />z <br />Q <br />z <br />Z <br />W J�~ <br />d' <br />oZ <br />W� <br />za <br />r <br />a, <br />tjE30 <br />Z zw w � <br />= 0 w Z <br />J <br />KLu <br />J <br />W � p <br />Cis <br />Cq <br />8 <br />ZZZ <br />O <br />, <br />zz <br />f <br />L <br />to <br />S <br />oN <br />N <br />Jz <br />U <br />W <br />Q <br />W� <br />Q Y�¢a—• <br />rl'� <br />T <br />WU1'CO-+ <br />�y <br />Q <br />LLI <br />ego <br />$ago <br />Z <br />(V <br />N <br />ffoz <br />J <br />Ln <br />LLJ <br />¢ <br />Q <br />z <br />8 Z o <br />W <br />az <br />O <br />�o <br />00 <br />Z <br />:3 <br />CY <br />V1 Z <br />m <br />rn <br />N <br />^ <br />Z <br />g <br />LV <br />= <br />2 <br />¢z <br />uj <br />,-+ <br />a <br />V) <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAND <br />VERSION NO' 10 <br />SHEET N0. <br />D2 <br />