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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 />TRUSS SEE R/S6 FOR <br />CONNECTION IF MSTAM36 <br />1 OR 2 PLY GIRDER <br />THEN DOWN THE FACE <br />TO TRUSS TOP <br />CONNECTION INFO TO <br />CAN NOT BE INSTALLED <br />/ <br />TRUSS. SEE PLAN FOR <br />USP SPT4 W/ (6)-10d X 1 1/2" <br />OF HEADER/STUDS W/ <br />EXT. SHEATHING <br />MASONRY WALL <br />(2 BELOW AND ALT. <br />CONNECTION. <br />@ 24" O.C. <br />(22) 10d NAILS <br />(2) - 2x SPF TOP PLATE <br />FLUSH W/ TOP <br />2 OF MASNORY & 8d <br />BLOCKING INFO <br />OA <br />SEE PLAN FOR CONN. <br />2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN <br />SEE FOR <br />° °' BLOCKING NAILS T/B FLANGE <br />1. APPLY SUB <br />(3) 2x #SPF <br />W/ (2) 12d TOENAILS T/B INTERIOR HEADER <br />DETAILS <br />FFLOOR <br />U1 <br />FLOOR + <br />STUDS w/ 10d @ <br />(2) - 2x SPF TOP PLATE <br />(2) 10d TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />2x STUDS <br />© <br />ADHESIVE TO <br />2x4 CONTACT <br />8" O.C. EACH SIDE <br />END OF SILL. MAX. EXTERIOR HEADERS <br />SURFACE 2x4 #2 BLOCKING <br />U.N.O. ON PLAN <br />OPENING WIDTH 4 FEET. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />OPENING LARGER THAN 4 ft (2) 2x <br />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 />IF OPENING IS GREATER <br />THAN 4 FEET BUT NOT SILL PLATE W/ MP3 CLIPS EACH SIDE <br />EXCEEDING 6 FEET. <br />OR FLOOR TRUSS FOR <br />BETWEEN JOISTS <br />2X CONT. RIBBON <br />A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END <br />CORRECT BLOCKING <br />w/ (3) 12d EA. END <br />INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D <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 />USP MSTAM36 STRAPS 10d <br />BLOCKING <br />WALL <br />2x CRIPPLE AT EA. USP LSTA 30 w/ 11 - 10d <br />( ) <br />(2) w/ (8) EXTERIOR STRUCTURAL <br />NAILS & (5) Y4' x 2Ya" TAPCONS SHEATHING (MIN. 7/16") <br />1-1/8" RIM BOARD <br />FLOOR TRUSS/ <br />END OF OPENING TO STUDS ABOVE PLATE <br />NAILED TO STUD <br />CENTERED ON FLOOR SYSTEM TO VERIFY W/ PLAN <br />8d NAILS @ 3" O.C. <br />/� <br />j� = JOIST SEE PLAN <br />(2) USP MSTAM36 STRAP(S) <br />I -JOIST SEE PLAN <br />PACK w/10d NAILS FLOOR DECK <br />MASONRY WALL BELOW. CONTRACTOR <br />WALL SHEATHING <br />j (2) - 12d TOE NAILS TOP <br />CENTERED W/ (8) 10d NAILS <br />TIE BEAM <br />@ 8"o•c FLOOR TRUSS/ I -JOIST SEE PLAN <br />MAY USE (2) SON MSTAM36 STRAPSLNT <br />TO RIM BOARD <br />& BOTT. CHORD <br />& (5) 1/4 TAPCONS. <br />USP LSTA30 FROM WINDOW <br />NAILS <br />w/ E 10d NAILS & (4) Y4" x 2 Ya" TITENS <br />INSTEAD OF USP MSTAM36 STRAPS. IF SCALE: 1 1/2" = 1'-0" <br />� AJS BLOCKING PANEL @ 24" <br />CONTRACTOR MAY USE <br />JAMB TO FLOOR TRUSS/ SOLID <br />WOOD WALL IS BELOW USE (2) MSTA36 _ <br />SCALE:3/4n Ili- 0 <br />GABLE END RIM JOIST <br />/ O.C. (MAX) AND @ EACH <br />END OF WALL UNDER <br />SIMPSON (2) MSTAM36 W/ (7) <br />10d NAILS & (4) Y4'x2Y4' TAPCONS <br />PROVIDE BLOCKING <br />BELOW JAMBS <br />BLOCKING BELOW. <br />SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />STRAPS w/ (22) 10d NAILS OR (2) SEE SS FOR RETROFIT <br />SIMPSON MSTA36 STRAPS w/ (26) 10d CONNECTION IF MSTAM36 <br />SEE R/S6 FOR <br />CONNECTION INFO TO <br />CORNERS <br />INSTEAD OF USP STRAP. <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />NAILS (G.C. TO INSURE SOLIDBLOCKING <br />ECTI O N CO R N �- R CAN NOT BE INSTALLED <br />MASONRY WALL <br />(2) - 10d TOE NAILS <br />EACH SIDE <br />EITHER STRAP IS ADEQUATE <br />OTHERWISE DETAIL CAN BE IGNORED <br />IINS EI HER USMPSON <br />STRAPS ARE ADEQUATE FRAMING ATTACHMENT 1 <br />BLOCKING DETAIL <br />GIRDER/COL. CONN. <br />@ 2nd FLOOR 3 <br />HEADER CONN. @ 2nd FLOOR <br />ir2 <br />4 <br />SCALE: 1/2" = V-0" <br />AS NOTED <br />SCALE: 3/4" = V-0" <br />_ <br />SCALE: 1/2� - 1'-0„ <br />SEE Q/S4 FOR 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 />JAMB STUD USP SPT4 W/ (6)-10d X 1 1/2" TO STUD & TO TOP PLATE <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />NOTCHED @ HEADER LOCATION SEE _ (2) 2x8 OR (2) 2x6 TOP <br />REQ'D TYP @ 24 O.C. O USP LSTA24 W/(18)-10d NAILS <br />INFO BELOW ON CONNECTION OF PLATE SEE PLAN <br />� <br />CRIPPLES IF LONGER THAN 8" TALL. <br />T P. - x 4 SPF C USP RS150 W/ MIN. 12" END <br />O <br />USP SPT4 W/ (6)-10d X 1 1/2" <br />SEE PLAN FOR CONN. <br />(CONTRACTOR MAY USE RTT CLIPS) <br />A TOP PLATES LENGTH ON STUDS W/ (11) 10d <br />(1) USP LSTA30 STRAPS BENT <br />@ 24" O.C. <br />NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT <br />NAILS TO STUDS ABOVE & (11) 10d <br />OVER TOP PLATE THEN DOWN <br />THE FACE OF HEADER/ STUDS <br />(2) - 2X SPF TOP PLATE <br />HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE <br />SEE PLAN FOR SIZE <br />2 4 2 SPF STUDS NAILS TO STUDS BELOW. <br />x # S <br />W/ (22) 10d NAILS <br />)f <br />2 2x HEADER SEE PLAN <br />O <br />2x6 / 2x8 WALL BEYOND <br />C - AT 16" O.C. U.N.O. OD USP SPT22 W/ (6)-10d TO STUD & <br />)SEE <br />NAILING AREA (TYP.) <br />SEE <br />HEADER FLUSH TO OUTSIDE - FLOOR PLAN FOR HEADER <br />G (4) - 10d TO PLATE <br />2 2x HEADER <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 />PLAN FOR <br />COL SIZE <br />CONNECTION <br />SEE PLAN <br />2 USP MSTA36 STRAPS CENTERED <br />( ) <br />EACH E ND W/ 7 EMBEDMENT. IF <br />AT STEP DOWN LOCATION, MIN 7" <br />2 x SPF EMBEDMENT PAST STEP. <br />F 4 <br />END O HEADER SEE Q/S FOR <br />REQ'D JAMB INFO <br />1 2x SILL PLATE W/ 2 12dTOENAILS. <br />() () <br />EXTERIOR HEADERS <br />1 2x SILL PLATE W/ 2 12d TOENAILS. <br />O O <br />FLOOR SYSTEM OR <br />w/ (22) 1d NAILS OR (2) SIMPSON <br />MSTA36 STRAP w/ 26 10d NA <br />S NAILS <br />(EITHER P IMP T <br />( US OR SONS RAPS <br />SEE STANDARD HEADER <br />DOUBLE 2x6 OR 2x8 TOP DER <br />PLATE CONNECTION DETAILS FOR <br />SEEP LAN <br />12d NAILS AT 6 „ MORE INFORMATION <br />BASE PLATE O USP SPT4 EACH STUD <br />� F <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. TYP T & B USP SPT6 OR <br />PRE-ENGINEERED @ HEADER / JAMB CONDITION <br />C B H B C 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 />- �EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE <br />SILL (MAX. OPENING WIDTH 4 <br />OR LVL GIRDER <br />(BLOCK SOLID) <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 />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 />HEADER <br />G INTERIOR H <br />O <br />A W/ " <br />PACK 10d NAILS 8 O.C. <br />@ <br />INSTALLED TO EACH END <br />COL . SIZE <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />EXTERIOR HEADERS <br />B t 2 12d TOENAILS. <br />2x 4 #2 SPF STUDS 1 2x SILL PLATE Wi <br />O <br />TYPICAL BLOCK WALL <br />PLYWOOD ATTACHED PER <br />NAILINGSCHEDULE <br />U <br />USP HTT45 BASE W/ <br />—�— <br />AT 16 O.C. U.N.O. (2) 2x HEADER G OPENING LARGER THAN 4 ft (2) 2x SILL <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />1 1 5 <br />8 6 d NAILS & / <br />( ) $ <br />ANCHOR BOLT W/ <br />BOX HEADER <br />SEE PLAN PLATE W/ MP3 CLIPS EACH SIDE <br />E F TYP <br />- F F 2 x 4 P.T. HO STUDS UNDER 2nd FLOOR HEADER <br />USP MSTAM36 STRAP(S) <br />CENTERED W/ (8) 10d NAILS <br />TIE BEAM <br />\ <br />MIN. 6" EMBEDMENT <br />(2) 2x TOP PLATE <br />(2) LSTA12 WRAPPED UP <br />D BASE PLATE ARE NOT REQ'D TO HAVE <br />& (5) 1/4 TAPCONS. <br />CONTRACTOR MAY USE <br />PROVIDE BLOCKING <br />D OVER TOP <br />AN PLATE2x CRIPPLES @ 16" O.C. W/ USP <br />CONNECTIONS. ATTACH STUDS w/ (3) <br />6" SEE FOUND. PLAN FOR FTG. REQ. <br />12d TOENAILS T&B <br />SIMPSON MSTAM36 W/ (7) <br />BELOW JAMBS <br />T SPT22 & SPT24 (OR SPT4) <br />10d NAILS & (4) Y4'x2Y4" <br />CONNECTORS @ TOP <br />PROVIDE EXTERIOR SHEATHING <br />TAPCONS INSTEAD OF USP <br />S EITHER S TRAP. R TRAP IS <br />SEE FOUNDATION PLAN <br />', PROVIDE (2) CRIPPLES BELOW <br />TO ANY GIRDER TRUSS IN THIS <br />2 ST. I NT. BEARING WALL ATTACHED PER NAILING SCHEDULE <br />FOR EXTERIOR 2 STORY WALLS ONLY. <br />ADEQUATE <br />FOR FTG. REQ. <br />2x CRIPPLES TO SITUATION. CONNECT G.T. TO <br />MATCH JACK STUDS W/ (2) - HTW20 TOP & (2) <br />AND EXTERIOR 5 LOWER ROOF. SHEATHING CAN STOP ONCE UNDER <br />HEADER CONN. <br />. @ 2nd FLOOR 6 <br />2 STORY COL. <br />a� GIRDER 7 <br />STUDS BELOW HTW20 @ BASE TO HEADER <br />(IF CRIPLLES ARE LESS THAN <br />SCALE: 1/;'" = 1'-0" <br />SYSTEM 42 <br />SCALE: 1/2" = V-0" <br />8" LONG NO STRAPS ARE <br />SCALE: 1/2" = V-0" <br />REQ'D) <br />ADDITIONAL STRAPS <br />SEE STANDARD HEADER REQUIRED AT TOP PLATE <br />SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />CONNECTION DETAILS FOR TO STUDS TO MATCH <br />CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />MORE INFORMATION HEADER STRAPS <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />(2) LSTA24 (2) 2x HEADER SEE PLAN <br />SEE 8/D-2 FOR ALT. CONDI--ION. DETAIL TO BE <br />FOLLOWED IF DOWN SET OR 30X HEADER IS USED <br />(2) USP LSTA30 STRAPS <br />BENT OVER TOP PLATE <br />USP SPT4 W/ 6 1 <br />O- Od X 1 1/2 <br />@ 24" O.C. <br />2x4 STUDS <br />PER PLAN <br />MIN (3) 2x #2 SPF STUDS @END OF HEADER <br />SEE Q/S4 FOR REQ'D JAMB INFO <br />OTHERWISE DETAIL C<,N BE IGNORED <br />THEN DOWN THE FACE OF <br />HEADER/STUDS W/ (22) 10d <br />(2) 2x HEADER SEE PLAN <br />DOUBLE 2x4 <br />USP MP3 EACH END TYP. <br />* FOR OPENINGS LESS THAN 4'-0" WIDE, <br />(1) USP LSTA30 STRAPS BENT USP SPT4 W/ (6)-10d X 1 1/2" <br />OVER TOP PLATE THEN DOWN <br />NAILS <br />2x CRIPPLES @ 16" O.C. <br />W/ 12d TOENAILS T/B <br />TOP PLATE <br />ILL MAY BE ATTACHED W/ (2) - 16d <br />TOENAILS @ EACH END <br />(2) <br />THE FACE OF HEADER/ STUDS @ 24 O.C. <br />INTERIOR HEADER <br />� <br />2 WS 10d <br />(2) 2x SILL PLATE <br />W/ (22) 10d NAILS —(2) - 2X SPF TOP PLATE <br />MIN (3) 2x #2 SPF STUDS <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />3 O/C <br />� <br />�—(2) 2x HEADER SEE PLAN <br />@ END OF HEADER. SEE <br />EXTERIOR HEADERS <br />2x SILL PLATE W/ 12d <br />N <br />�482x�T <br />2x STUDS 16" O.C. <br />2x CRIPPLES @ 16" O.C. INTERIOR HEADER <br />Q/S4 FOR REQ'D JAMB <br />(1) (2) TOENAILS. <br />Op TOP SPLICE <br />@ <br />W/ (2) 12d TOENAILS T/B <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />INFO. <br />OPENING LARGER THAN 4 ft (2) 2x <br />MAN <br />EXTERIOR HEADERS <br />SILL PLATE W/ MP3 CLIPS EACH SIDE <br />(2) - 10d TOENAILS AT EACH -- (1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />END OF SILL (MAX. OPENING14 <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 />ALT. HEADER ANCHOR <br />OPENING LARGER THAN 4 ft (2) 2x <br />WIDTH 4 FEET). IF OPENING SILL PLATE W/ MP3 CLIPS EACH SIDE <br />PACK W/ 10d NAILS <br />IF OPENING IS GREATER THAN 4, <br />8 <br />IS GREATER THAN 4 FEET <br />FEET BUT NOT EXCEEDING 6 FEET, <br />BUT NOT EXCEEDING 6 FEET, — 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 />SCALE: N.T.S. <br />A MP3 CLIP IS TO BE <br />OF HEADER SEE Q/S4 FOR <br />EACH END. <br />TOP OF 2x8 TO <br />INSTALLED AT EACH END <br />REQ'D JAMB INFO <br />FLOOR DECK <br />BLOCK OUT TOP <br />2x CRIPPLE AT EACH —USP LSTA30 CENTERED <br />USP MSTAM368) STRAP(S) <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />PLATE ATTACH <br />Ile <br />END OF OPENING W/ 22) 10d NAILS <br />( <br />CENTERED W/ (8) 10d NAILS <br />C <br />�2X CONT. RIBBON <br />W/ (2) 10d NAILS <br />NAILED TO STUD PACK <br />FLOOR DECK <br />W/ 10d NAILS @ 8"o.c. � <br />& (5) 1/4 TAPCONS. <br />TIE BEAM <br />@ 3" O.C. 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) Y4'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. @ 2nd FLOOR <br />ADEQUATE <br />HEADER <br />CONN. @ 2nd <br />AT LEAST 4'-0" LONG. TYPICAL <br />W/ HIGH BM r9 <br />FLOOR <br />[DOUBLE STRAP] <br />TOP PLATE SPLICE DETAIL <br />�o <br />SCALE: 1/2" = V-0" <br />SYSTEM 42 <br />SCALE: 1/2" = 1'-0" <br />SCALE: 3/4" = V-0" <br />0 "' <br />z0 <br />0 <br />z� <br />Q <br />O <br />tnn/')0 <br />,, <br />cn <br />4—) w <br />0 <br />0 w <br />� � <br />o <br />o o4 <br />m o <br />U <br />w <br />mM <br />CM M <br />w t— <br />— coi <br />Co 'a M <br />O CD <br />Of <br />S a 8.Y V7 O <br />Q Of <br />tT Q O <br />A 1 <br />N CB.sC <br />�1 = <br />\N• <br />• p° . • N <br />M <br />�n <br />Z1 o i <br />M <br />II� <br />LA <br />04 <br />) N <br />(�" <br />9.0 LAP <br />�- <br />-o�`�'`'�;` <br />` <br />� '� • ` <br />to �.�..... <br />< a. <br />o <br />❑❑ <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 />O <br />0 <br />Z <br />M <br />M O <br />< � Ln <br />z '2'�: <br />- L L <br />(A <br />Q LL Ln <br />CL � <br />,rn <br />V a 00 <br />� <br />Z � <br />J� W ~ <br />oZ <br />C <br />W <br />z i <br />z� <br />f � <br />�a00 <br />o <br />U 0 <br />pp <br />2 EWE <br />Wz <br />22: J <br />/) / <br />W N <br />L <br />Z�/ J <br />F- W <br />0 yO z <br />ICU <br />0 <br />< z <br />�3 <br />D <br />CID <br />I r) <br />�..� J <br />Uj <br />-0 <br />N <br />W <br />8 <br />o <br />o <br />V <br />C) <br />J <br />CLU <br />0 <br />►- M <br />Q <br />Quo <br />0 <br />0 <br />I__ <br />-06 <br />1 <br />lama <br />oQoa <br />Z W O � <br />T F <br />1 ` <br />'L Q <br />Q Q <br />¢oW3 <br />Q <br />d- <br />F- �' <br />��o <br />�o£o <br />z <br />Z <br />zO <br />J <br />r-I <br />LU <br />W <br />g <br />o <br />oWS <br />,� Y Q <br />W <br />Z <br />C,Zz <br />m <br />^ <br />= <br />J <br />J z <br />az <br />SCALE . AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO° 2z0 <br />SHEET N0. <br />D2 <br />