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------------------------------------------- i I I I I I I I I I I I I i I i I 1 1 I I (1) USP LSTA30 STRAPS ' (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT BENT OVER TOP PLATE TOENAILS 2x4 TO TRUSS TOP TRUSS SEE R/S6 FOR CONNECTION INFO TO CONNECTION IF MSTAM36 CAN NOT BE INSTALLED / 1 OR 2 PLY GIRDER THEN DOWN THE FACE USP SPT4 W/ (6)-lOd X 1 1/2" TRUSS. SEE PLAN FOR OF HEADER/STUDS W/ @ 24" O.C. MASONRY WALL CONNECTION. (22) 1Od NAILS EXT. SHEATHING Q BELOW AND ALT. (2) - 2x SPF TOP PLATE FLUSH W/ TOP 2 OF MASNORY 8 8d BLOCKING INFO A 0 SEE PLAN FOR CONN. 2x CRIPPLES 16" O.C. @ (2) 2x HEADER SEE PLAN ---------------------------------------------------------------j SEE FOR BLOCKING NAILS T/B FLANGE 1. APPLY SUB (3) 2x # SPF ; ; W/ (2) 12d TOENAILS T/B INTERIOR HEADER DETAILS 2x STUDS i � FLOOR STUDS w/ 10d @ 2 - 2x SPF TOP PLATE () (2) 1Od TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. © ADHESIVE TO 8" O.C. EACH SIDE END OF SILL. MAX. EXTERIOR HEADERS 2x4 CONTACT SURFACE A 2x4 #2 BLOCKING O U.N.O. ON PLAN OPENING WIDTH 4 FEET. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft 2x IF OPENING IS GREATER (2) FLOOR SYSTEM SEE PLAN 0FRAMING NOTE: VERIFY WITH FLOOR PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. THAN 4 FEET BUT NOT Id EXCEEDING 6 FEET. SILL PLATE W/ MP3 CLIPS EACH SIDE MIN (3) 2x #2 SPF STUDS @ END OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON A MP3 CLIP IS TO BE OF HEADER SEE Q/S4 FOR REQ'D — CORRECT BLOCKING w/ (3) 12d EA. END INSTALLED AT EA. END JAMB INFO (2) USP MSTAM36 STRAPS w/ (8) 10d G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR REQUIREMENTS TO HORIZ. BLOCKING TYPICAL BLOCK FLOOR DECK 2x CRIPPLE AT EA. USP LSTA 30 w/ (11) - 1Od NAILS & (5) Y" x 2 y" TAPCONS EXTERIOR STRUCTURAL 1-1/8" RIM BOARD WALL END OF OPENING TO STUDS ABOVE PLATE CENTERED ON FLOOR SYSTEM TO SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD MASONRY WALL BELOW. CONTRACTOR VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) USP MSTAM36 STRAP(S) I -JOIST SEE PLAN PACK w/1Od NAILS FLOOR DECK MAY USE 2 SIMPSON MSTAM36 STRAPS () w/ (7) 1 Od NAILS & (4) y" x 2 Y4" TITENS WALL SHEATHING (2) - 12d TOE NAILS TOP CENTERED W/ (8) 10d NAILS TIE BEAM @ 8"O.C. FLOOR TRUSS/ I -JOIST SEE PLAN INSTEAD OF USP MSTAM36 STRAPS. IF TO RIM BOARD & BOTT. CHORD & (5) 1/4 TAPCONS. USP LSTA30 FROM WINDOW WOOD WALL IS BELOW USE (2) MSTA36 AJS BLOCKING PANEL @ 24" CONTRACTOR MAY USE JAMB TO FLOOR TRUSS/ SOLID STRAPS w/ (22) 1Od NAILS OR (2) „_ , " SCALE: 1 1/2"= 1'-0" O.C. (MAX) AND @ EACH SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING BLOCKING BELOW. - SIMPSON MSTA36 STRAPS w/ (26) 10d SCALE:3/4 -1 0 GABLE END RIM JOIST END OF WALL UNDER 1Od NAILS & (4) Y"x2Y" TAPCONS BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE NAILS (G.C. TO INSURE SOLID BLOCKING SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS INSTEAD OF USP STRAP. FOLLOWED IF DOWN SET OR BOX HEADER IS USED IS INSTALLED). OOSECTION CORNER CONNECTION IF MSTAM36 CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL (2) - 10d TOE NAILS EACH SIDE EITHER STRAP IS ADEQUATE OTHERWISE DETAIL CAN BE IGNORED STRAPS ARE ADEQUATE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: 1/2" = 1'-0" AS NOTED SCALE: 3/4" = 1'-0" SCALE: 1/2" = 1'-0" SEE Q/S4 FOR JAMB STUD A USP SPT24 @ EA. STUD W/6-10d SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED @ USP SPT4 W/ (6)-10d X 1 1/2" TO STUD & TO TOP PLATE HEADER LOCATION SEE INFO BELOW ON (2) 2x8 OR (2) 2x6 TOP REQ'D TYP @ 24" O.C. O USP LSTA24 W/(18)-10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED CONNECTION OF CRIPPLES IF LONGER PLATE SEE PLAN THAN 8" TALL. (CONTRACTOR MAY USE RTT T P. 2 - 2 x 4 SPF C USP RS150 W/ MIN. 12" END O USP SPT4 W/ (6)-10d X 1 1/2" SEE PLAN FOR CONN. CLIPS) NAIL BACK LEG OF CIPPLE TO HEADER w/ (2) 12 TONEAILS 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 1Od (1) USP LSTA30 STRAPS BENT @ 24" O.C. (2) NAILS TO STUDS ABOVE & (11) 1Od OVER TOP PLATE THEN DOWN (2) - 2X SPF TOP PLATE FLUSH w/ THE OUTSIDE NAILS TO STUDS BELOW. THE FACE OF HEADER/ STUDS HEADER FLUSH TO OUTSIDE SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS W/ (22) 1Od NAILS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. ° OD USP SPT22 W/ (6)-10d TO STUD & NAILING AREA (TYP.) FLOOR PLAN FOR HEADER G 2 2x HEADER () (4) - 1 Od TO PLATE �E 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ INTERIOR HEADER SEE PLAN FOR COL. SIZE I CONNECTION SEE PLAN (2) USP MSTA36 STRAPS CENTERED SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR 1 2x SILL PLATE W/ 2 12dTOENAILS. () () w/ (22) 1d NAILS OR (2) SIMPSON DOUBLE 2x6 OR 2x8 TOP AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO EXTERIOR HEADERS MSTA36 STRAPS w/ (26) 10d NAILS PLATE SEE PLAN CONNECTION DETAILS FOR o 2x SPF EMBEDMENT PAST STEP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft 2x FLOOR SYSTEM OR (EITHER USP OR SIMPSON STRAPS 12d NAILS AT 6" MORE INFORMATION a BASE PLATE F USP SPT4 EACH STUD 2x CRIPPLES @ 16" O.C. (2) SILL PLATE W/ MP3 CLIPS EACH SIDE 2-STY. FRAMING ARE ADEQUATE ) O.C. TYP T & B USP SPT6 OR SPT8 @ 24" o.c. C B B C H PRE-ENGINEERED @HEADER /JAMB CONDITION FLOOR SYSTEM OR IF BUILT-UP STUDS ARE W/ (2) 12d TOENAILS T/B (2) - 1Od TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE SILL (MAX. OPENING WIDTH 4 OR LVL GIRDER SYP U.N.O. SPACED W/IN 6" FROM OPENINGS (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET). IF OPENING IS GREATER (BLOCK SOLID) AND MULTIPLE STUD PACKS TOP PLATES OPENING NAILED TO STUD THAN 4 FEET, BUT NOT EXCEEDING SEE PLAN FOR 2 x CONT. T & B y OINTERIOR HEADER PACK W/ 10d NAILS @ 8"O.C' 6 FEET, A MP3 CLIP IS TO BE INSTALLED TO EACH END COL. SIZE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. B EXTERIOR HEADERS TYPICAL BLOCK WALL --------_.NAILING PLYWOOD ATTACHED PER USP HTT16 BASE5W/ - - Z 2 x 4 #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SCHEDULE (18) 16d NAILS & / BOX HEADER U = AT 16" O.C. U.N.O. (2) 2x HEADER G OPENING LARGER THAN 4 ft (2) 2x SILL FLOOR TRUSS! I -JOIST SEE PLAN ANCHOR BOLT W/ SEE PLAN E F TYP F F PLATE W/ MP3 CLIPS EACH SIDE 2 x 4 P.T. O STUDS UNDER 2nd FLOOR HEADER USP MSTAM36 STRAP(S) CENTERED W/ (8) 10d NAILS TIE BEAM v�' MIN. 6" EMBEDMENT (2) LSTA12 WRAPPED UP (2) 2x TOP PLATE a. o D b' 1. BASE PLATE ARE NOT REQ'D TO HAVE r 11 & 5 1/4 TAPCONS. () CONTRACTOR MAY USE N AND OVER TOP PLATE I I, x RIPPLES 16 O.C. W/ USP a SEE FOUND. PLAN FOR FTG. REQ. w CONNECTIONS. ATTACH TUDS / 3 S () SIMPSON MSTAM36 W/ (7) BELOW JAMBS SPT22 & SPT24 (OR SPT4) 12d TOENAILS T&B l Od NAILS & (4) Y"x2y" • .. , ' CONNECTORS @ TOP TAPCONS INSTEAD OF USP PROVIDE (2) CRIPPLES BELOW PROVIDE EXTERIOR SHEATHING STRAP. EITHER STRAP IS SEE FOUNDATION PLAN q _ _ TO ANY GIRDER TRUSS IN THIS = ATTACHED PER NAILING SCHEDULE 2 ST. I NT. BEARING WALL ADEQUATE FOR FTG. REQ. � SITUATION. CONNECT G.T. TO = FOR EXTERIOR 2 STORY WALLS ONLY. 2x CRIPPLES TO — 1 - / STUDS W/ (2) - HTW20 TOP & (2) AND EXTERIOR SHEATHING CAN STOP ONCE UNDER HEADER CONN. @ 2nd FLOOR MATCH JACK 5 LOWER ROOF. 6 2 STORY COL. aC� GIRDER STUDS BELOW (IF CR PLESSAREo ESSDHAN 8" 42 7 LONG NO STRAPS ARE REQ'D) SCALE: 1/2" = 1'-0" SYSTEM SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" � a ADDITIONAL STRAPS o SEE STANDARD HEADER REQUIRED AT TOP PLATE TO CONNECTION DETAILS FOR STUDS TO MATCH HEADER MORE INFORMATION o SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED STRAPS Ix CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) LSTA24 (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) USP LSTA30 STRAPS USP SPT4 W/ (6)-10d X 1 1/2" MIN (3) 2x #2 SPF STUDS @END OF HEADER 0 12 FOLLOWED IF DOWN SET OR BOX HEADER IS USED @ 24" O.C. SEE Q/S4 FOR REQ'D JAMB INFO W OTHERWISE DETAIL CAN BE IGNORED BENT OVER TOP PLATE USP MP3 EACH END TYP. W THEN DOWN THE FACE OF HEADER/STUDS W/ (22) 10d (2) 2x HEADER SEE PLAN DOUBLE 2x4 * FOR OPENINGS LESS THAN 4'-0" WIDE, (1) USP LSTA30 STRAPS BENT NAILS 2x CRIPPLES @ 16" O.C. TOP PLATE SILL MAY BE ATTACHED W/ (2) - 16d W OVER TOP PLATE THEN DOWN USP SPT4 W/ (6)-10d X 1 1/2" W/ (2) 12d TOENAILS T/B TOENAILS @EACH END THE FACE OF HEADER/ STUDS @ 24" O.C. INTERIOR HEADER 2 ROWS 10d 3" O/C @ 2 2x SILL PLATE () W/ (22) 1Od NAILS (2) - 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 0 N (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x STUDS @ 16" O.C. 2x CRIPPLES @ 16" O.C. INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. PROVIDE 2x4 ON W/ (2) 12d TOENAILS T/B (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE TOP OF 2x8 TO A<qT NO EXTERIOR HEADERS BLOCK OUT TOP F24��s�T OA (2) - 1Od TOENAILS AT EACH END OF SILL OPENING (MAXX (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD (2) - 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). PLATE ATTACH M/iy ALT. HEADER ANCHOR o WIDTH 4 FEET). OPENING OPENING LARGER THAN 4 ft (2) 2x W/ (2) 1Od NAILS 8 SILL PLATE W/ MP3 CLIPS EACH SIDE PACK W/ 1Od NAILS IF OPENING IS GREATER THAN 4, @ 3" O.C. TOP SPLICE - IS GREATER THAN 4 FEET FEET BUT NOT EXCEEDING 6 FEET, SCALE: N.T.S. BUT NOT EXCEEDING 6 FEET, A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @END TYPICAL BLOCK WALL A MP3 CLIP IS TO BE INSTALLED AT INSTALLED AT EACH END OF HEADER SEE Q/S4 FOR EACH END. 2x4 STUDS . DOUBLE w REQ'D JAMB INFO FLOOR DECK PER PLAN 2x8 TOP 2x CRIPPLE AT EACH USP LSTA30 CENTERED FLOOR TRUSS/ I -JOIST SEE PLAN PLATE ci END OF OPENING W/(22) 1Od NAILS (2) USP MSTAM36 STRAP(S) 2X CONT. RIBBON NAILED TO STUD PACK CENTERED W/ (8) 10d NAILS 2x4 BEYOND W/ 1Od NAILS @ 8"o.c. / FLOOR DECK & (5) 1/4 TAPCONS. TIE BEAM AGAINST 2x8 ' CONTRACTOR MAY USE STUDS Z FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING 2x8 STUDS o SEE PLAN FOR BEAM 10d NAILS & (4)�x2/ BELOW JAMBS PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS TAPCONS INSTEAD OF USP NOTE: OF 10d NAILS STRAP. EITHER STRAP IS PLATE LENGTHS MUST BE @ 3" O.C. N HEADER CONN. @ 2nd FLOOR ADEQUATE HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL N W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 11 = 0 SCALE: 1/2" = 1'-0" SYSTEM 42 SCALE: 112" = 1'-0" SCALE: 3/4" = 1'-0" IL U (� M 04 _ 0) C> N --� CO coco LL F'- ,,0 .rM X r C a X F5 I �V)1 W 0 •tip I. - .0 c moo Tzz CO 8 U�0 Zol I '❑. wLLO a0¢ WLS 3 CID Z CV o z i a'c n UmW LU� Q, Z a rn Z �+ o =o"a Q ' 'L SOW Uw w2 U ❑ r N Y�IO�''Jt1aSQ3'MNAA .. VrZn L.L N Q W Z_ '� I L.L 0 Z 0 0 Z z O LU : 0 M W WW VJ title: DETAILS project no. 2017447 checked: AB/MC drawn: date: 07-27-17 scale: AS NOTED D 2 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. EDITED: