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i ( (2)-12d GABLE END FLOOR SEE SS FOR RETROFIT (1) USP LSTA30 STRAPS 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 /TRUSS. THEN DOWN THE FACE USP SPT4 W/ (6)-10d X 1 1/2" SEE LAN FOR OF HEADER/STUDS W/ i EXT. SHEATHING MASONRY WALL QA BELOW AND ALT. CONNECTION (22) 10d NAILS SPF )242x TOP PLATE i FLUSH W/ TOP 2 OF MASNORY & 8d BLOCKING INFO A O SEE PLAN FOR CONN. 2 2x HEADER SEE PLAN 2x CRIPPLES 16" O.C. ( ) @ SEE FOR :° °• BLOCKINGKINNAILS T/B FLANGE / 1. APPLY SUB W/ (2) 12d TOENAILS T/B INTERIOR HEADER DETAILS 2x STUDS FLOOR + ADHESIVE TO STUDS wl 10d @ 2 - 2x SPF TOP PLATE ) (2) 10d TOENAILS AT EA. ) 2x SILL PLATE W/ (2) 12dTOENAILS. B 2x4 CONTACT 8" O.C. EACH SIDE END OF SILL. MAX. EIXTERIOR HEADERS ( •° SURFACE q 2x4 #2 BLOCKING U.N.O. ON PLAN OPENING WIDTH 4 FEET. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. IF OPENING IS GREATER SILL PLATE W/ MP3 CLIPS EACH SIDE EXCEEDING 6THAN 4 FEET F FEEUT T. • OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END •' • • •• CORRECT BLOCKING w/ (3) 12d EA. END ; ' INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D -------------------------------' • • G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK JAMB INFO • 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. USP LSTA 30 w/ (11) -10d (2) USP MSTAM36 STRAPS w/ (8) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING TO STUDS ABOVE PLATE NAILS & (5) Y4" x 2 Y4" TAPCONS SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD CENTERED ON FLOOR SYSTEM TO '` ''' VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) USP MSTAM36 STRAP(S) I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK MASONRY WALL BELOW. CONTRACTOR WALL SHEATHING (2) - 12d TOE NAILS TOP CENTERED W/ (8) 10d NAILS TIE BEAM @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN MAY USE (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) Y4" x 2 Y4" TITENS TO RIM BOARD & BOTT. CHORD & (5) 1/4 TAPCONS. USP LSTA30 FROM WINDOW INSTEAD OF USP MSTAM36 STRAPS. IF SCALE: 1 1/2" = l'-0" AJS BLOCKING PANEL @ 24" CONTRACTOR MAY USE JAMB TO FLOOR TRUSS/ SOLID WOOD WALL IS BELOW USE (2) MSTA36 SCALE:3/4" 1'- 0" GABLE END RIM JOIST O.C. (MAX) AND @ EACH END OF WALL UNDER SIMPSON (2) MSTAM36 W/ (7) 10d NAILS & (4) Y4"x2Y4" TAPCONS PROVIDE BLOCKING BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE STRAPS w/ (22) 10d NAILS OR (2) SIMPSON MSTA36 STRAPS w/ (26)10d SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SEE R/S6 FOR CONNECTION INFO TO CORNERS INSTEAD OF USP STRAP. FOLLOWED IF DOWN SET OR BOX HEADER IS USED NAINSTALLEDO INSURE ID BLOCKING SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL (2) - 10d TOE NAILS EACH SIDE EITHER STRAP IS ADEQUATE OTHERWISE DETAIL CAN BE IGNORED IEITHER USP MPSON STRAPS ARE ADEQUATE FRAMING ATTACHMENT 1 BLOCKING DETAIL r2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR lee 4 " = �� SCALE: 1/2 1-0 AS NOTED _ " SCALE: 3/4" - 1-0 SCALE: 1/2" =1'-0" SEE Q/S4 FOR O 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. JAMB STUD USP SPT4 W/ (6)-10d X 1 1/2" TO STUD & TO TOP PLATE NOTCHED @HEADER LOCATION SEE (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 �- • INFO BELOW ON CONNECTION OF PLATE SEE PLAN o,o o,00 t,o a,a CRIPPLES IF LONGER THAN 8" TALL. P. 2 - 2 x 4 SPF O USP RS150 W/ MIN. 12" END USP SPT4 W/ (6)-10d X 1 1/2" SEE PLAN FOR CONN. (CONTRACTOR MAY USE RTT CLIPS) q TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) USP LSTA30 STRAPS BENT @ 24" O.C. NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT NAILS TO STUDS ABOVE & (11) 10d OVER TOP PLATE THEN DOWN (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS BELOW. THE FACE OF HEADER/ STUDS __ -_ - SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. Q USP SPT22 W/ (6)-10d TO STUD & W/ (22) 10d NAILS (2) 2x HEADER SEE PLAN NAILING AREA (TYP.) 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (2) 2x HEADER G (4) - 10d TO PLATE OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ INTERIOR HEADER SEE PLAN FOR COL. SIZE(2) i i CONNECTION SEE PLAN USP MSTA36 STRAPS CENTERED —�—I�— 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 F DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO ,� EXTERIOR HEADERS --------------- MSTA36 STRAPS w/ (26) 10d NAILS PLATE SEE PLAN CONNECTION DETAILS FOR 2 x SPF EMBEDMENT PAST STEP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. FLOOR SYSTEM OR (EITHER USP OR SIMPSON STRAPS MORE INFORMATION 12d NAILS AT 6" BASE PLATE O USP SPT4 EACH STUD 2x CRIPPLES @ 16" O.C. OPESILL ING PLATE W/GMP3 CLIPS EACH SIDE 2-STY. FRAMING ARE ADEQUATE) O.C. TYP T & B \ USP SPT6 OR C B H B C PRE-ENGINEERED @ HEADER / JAMB CONDITION FLOOR SYSTEM OR IF BUILT-UP STUDS ARE W/ (2) 12d TOENAILS T/B (2) - 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 SPT8 @ 24" o.c. 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 6 FEET, A MP3 CLIP IS TO BE SEE PLAN FOR 2 x CONT. T & B — OINTERIOR HEADER PACK W/ 10d NAILS @ 8"O.C. INSTALLED TO EACH END COL. SIZE , — (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 2 x 4 #2 SPF STUDS B EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2)12d TOENAILS. TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE _ _ __ _ USP HTT45 BASE W/ 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 (18) 16d NAILS & 5/$' ANCHOR BOLT W/ BOX HEADER E F TYP FSEE PLAN F j 11 PLATE W/MP3 CLIPS EACH SIDE 2 x 4 P.T. HO STUDS UNDER 2nd FLOOR HEADER USP MSTAM36 STRAP(S) CENTERED W/ (8) 10d NAILS TIE BEAM MIN. 6" EMBEDMENT (2) 2x TOP PLATE (2) LSTA12 WRAPPED UP D l.� � T� � a o �.o ,.l BASE PLATE ARE NOT REQ'D TO HAVE �.o. & (5) 1/4 TAPCONS. CONTRACTOR MAY USE PROVIDE BLOCKING . �— AND OVER TOP PLATE 2x CRIPPLES @ 16" O.C. W/ USP SEE FOUND. PLAN FOR FTG. REQ. CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B SIMPSON MSTAM36 W/ (7) BELOW JAMBS , ;ra• L o SPT22 &SPT24 (OR SPT4) 10d NAILS & (4) Y4"x2Ya" • " ,• • °-' CONNECTORS @TOP PROVIDE EXTERIOR SHEATHING 2 ST. I NT. BEARING WALL ATTACHED PER NAILING SCHEDULE TAPCONS INSTEAD OF USP STRAP. EITHER STRAP IS ADEQUATE SEE FOUNDATION PLAN FOR FTG. REQ. PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO FOR EXTERIOR 2 STORY WALLS ONLY. MATCH JACK STUDS WI (2) - HTW20 TOP & (2) AND EXTERIOR SHEATHING CAN STOP ONCE UNDER HEADER CONN. �a 2nd FLOOR STUDS BELOW HTw20 @ BASE TO HEADER 5 LOWER ROOF. 6 2 STORY COL. aC� GIRDER ARE LESS SCALE: 1/2" = 1'-0" SYSTEM 42 SCALE: 1/2" = 1'-0" 77 81F LONGCRIPLLES NO TRAPS AREHAN SCALE: 1/2" = V-0" I\ REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION DETAILS FOR TO STUDS TO MATCH CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED MORE INFORMATION HEADER STRAPS 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 FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) USP LSTA30 STRAPS USP SPT4 W/ (6)-10d X 1 1/2" 2x4 STUDS MIN #2 SPF STUDS @END OF HEADER OTHERWISE DETAIL CAN BE IGNORED BENT OVER TOP PLATE @ 24" O.C. PER PLAN Q 4 SEE Q/S4 FOR REQ'D JAMB INFO THEN DOWN THE FACE OF 2) 2x HEADER SEE PLAN USP MP3 EACH END TYP. * HEADER/STUDS W/ (22) 10d 4 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 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 WS 10d @ (2) 2x SILL PLATE W/ (22) 10d NAILS (2) - 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS.. 3" O/ �c 2x CRIPPLES 16" O.C. (2) 2x HEADER SEE PLAN @END OF HEADERSEE EXTERIOR HEADERS N A�T�482��T 2x STUDS @ 16" O.C. @ INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. Op TOP SPLICE W/ (2) 12d TOENAILS T/B (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x , qj�N EXTERIOR HEADERS SILL PLATE W/ MP3 CLIPS EACH SIDE (2) - 10d TOENAILS AT EACH (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x CRIPPLE AT EACH END OF (2) - 10d TOENAILS AT EACH END OF (MAX.X END OF SILL OPENING �- OPENING LARGER THAN 4 ft (2) 2x OPENING NAILED TO STUD SILL (MAX. OPENING WIDTH 4 FEET). ALT. HEADER ANCHOR WIDTH 4 FEET). OPENING SILL PLATE W/ MP3 CLIPS EACH SIDE PACK W/ 10d NAILS IF OPENING IS GREATER THAN 4, g IS GREATER THAN 4 FEET FEET BUT NOT EXCEEDING 6 FEET, 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 PROVIDE 2x4 ON SCALE: N.T.S. INSTALLED AT EACH END OF HEADER SEE Q/S4 FOR EACH END. FLOOR DECK TOP OF 2x8 TO REQ'D JAMB INFO BLOCK OUT TOP 2x CRIPPLE AT EACH USP LSTA30 CENTERED 2 () USP MSTAM36 STRAP(S) FLOOR TRUSS/ I -JOIST SEE PLAN PLATE ATTACH END OF OPENING NAILED TO STUD PACK W/(22) 10d NAILS CENTERED W/ (8) 10d NAILS 2X CONT. RIBBON W/ (2) 10d NAILS W/ 10d NAILS @ 8"o.c. FLOOR DECK & (5) 1/4 TAPCONS. TIE BEAM @ 3" O.C. 2x4 BEYOND DOUBLE �., CONTRACTOR MAY USE AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING STUDS PLATE SEE PLAN FOR BEAM 10d NAILS & 4 Y4"x2Y4" () BELOW JAMBS 2x8 STUDS 2x4 W/ 2 ROWS SIZE & CONNECTIONS TAPCONS INSTEAD OF USP NOTE: PER PLAN OF 10d NAILS STRAP. EITHER STRAP IS PLATE LENGTHS MUST BE @3"O.C. HEADER CONN. @ 2nd FLOOR ADEQUATE HEADER CONN. a@ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = V-0" SCALE: 3/4" = V-0" V UI z c z Q a z cn 0 `L V) E U o w m� cw- ""oo A t B D. N C�B.D•C I�j1111� cep �j �03 3 � P w a U. �A LA / N :� i f0 P R Q To the best of the Engineer's knowledge, i4lirmation, and belief, the structural plans and specifications contained within these drawings comply with the Fbrida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O z N O(uI� F>0 M 0. 'C: Q L Ln a ,� oe�'a00 Q � E W z CD J 0 tt 0 W t]< �z� �IzZjZZ O W �� ® z O N LLn 4t J io3� O � ^ QICL W�Zyt�O .a Z Uj WLu $off 06 w N Zz WES c z CD M U 0 g W z J W SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 15m25 JOB NO: 17-3664 SHEET NO. D2