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r (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT (1) USP LSTA30 STRAPS BENT OVER TOP PLATE TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER THEN DOWN THE FACE 6 USP SPT4 W/ 10d X 1 1/2" TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR OF HEADER/STUDS W/ @ 24" O.C. ( ) MASONRY WALL CONNECTION. (22) 10d NAILS EXT. SHEATHING QA BELOW AND ALT. (2) - 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO SEE PLAN FOR CONN. SEE FOR 2 OF MASNORY & 8d Q 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN BLOCKING NAILS T/B FLANGE ° 1. APPLY SUB (3) 2x # SPF W/ (2) 12d TOENAILS T/B INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 2x STUDS ADHESIVE TO (2) 10d TOENAILS . EA. EXTERIOR HEADERS © 2x4 CONTACT 8" O.C. EACH SIDE END OF SILL. MAX. SURFACE q 2x4 #2 BLOCKING U.N.O. ON PLAN OPENING WIDTH 4 FEET. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. IF OPENING IS GREATER OPENING LARGER THAN 4 ft (2) 2x X. FLOOR SYSTEM NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE THAN 4 FEET BUT NOT SILL PLATE W/ MP3 CLIPS EACH SIDE SEE PLAN FRAMING PLAN FOR I -JOIST AT 48" O.C. EXCEEDING 6 FEET. 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 T.(2) USP MSTAM36 STRAPS w/ (8) 10d 1/2" GYP. BOARD OR BLOCKING 2x CRIPPLE AT EA. EXTERIOR STRUCTURAL WALL END OF OPENING USP STUDS A O E - 10d 1-1/8 RIM BOARD 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 JOIST SEE PLAN I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK 8d NAILS @ 3" O.C. (2) USP MSTAM36 STRAP(S) 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 TO RIM BOARD & BOTT. CHORD & (5) 1/4 TAPCONS. USP LSTA30 FROM WINDOW w/ (7) 10d NAILS & (4) Y4" x 2 4" TITENS AJS BLOCKING PANEL @ 24" CONTRACTOR MAY USE JAMB TO FLOOR TRUSS/ SOLID INSTEAD OF USP MSTAM36 STRAPS. IF SCALE: 1 1/2" = V-0" WOOD WALL IS BELOW USE (2) MSTA36 SCALE:3/4" = 1'- 0" GABLE END RIM JOIST O.C. (MAX) AND @ EACH SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING BLOCKING BELOW. STRAPS w/ (22) 10d NAILS OR (2) SEE SS FOR RETROFIT END OF WALL UNDER 10d NAILS & (4) / x2/4 TAPCONS BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SIMPSON MSTA36 STRAPS w/ (26) 10d CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS INSTEAD OF USP STRAP. FOLLOWED IF DOWN SET OR BOX HEADER IS USED NAILS (G.C. TO INSURE SOLID BLOCKING SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO (2) - 10d TOE NAILS EITHER STRAP IS ADEQUATE OTHERWISE DETAIL CAN BE IGNORED MASONRY WALL EACH SIDE IS INSTALLED). EITHER USP OR SIMPSON STRAPS ARE ADEQUATE FRAMING ATTACHMENT BLOCKING DETAIL 2nd FLOORK'_3'N�HEADER CONN. 2nd FLOOR 4 1 2 GIRDER/COL. CONN. AS NOTED SCALE: 3/4" = V-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = V-0" SEE Q/S4 FOR JAMB STUD USP SPT4 W/ (6)-10d X 1 1/2" REQ'D TYP- 7 @ 24" O.C. (2) 2x HEADER SEE PLAN w 2 x 4 #2 SPF STUDS A" O.C. U.N.O. i-TYP OUSP SPT24 @ EA, STUD W/6-10d TO STUD & TO TOP PLATE OUSP LSTA24 W/(18)-10d NAILS 2 - 2 x 4 SPF O USP RS150 W/ MIN. 12" END TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. DD USP SPT22 W/ (6)-10d TO STUD & (4) - 10d TO PLATE OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE F USP SPT4 EACH STUD PRE-ENGINEERED F @ HEADER / JAMB CONDITION FLOOR SYSTEM OR IF BUILT-UP STUDS ARE � EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE (2) - 2 x 4 SPF SPACED W/IN 6" FROM OPENINGS TOP PLATES AND MULTIPLE STUD PACKS OINTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE 2 x 4 P.T. HO STUDS UNDER 2nd FLOOR HEADER BASE PLATE ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B PROVIDE EXTERIOR SHEATHING 2 ST. INT. BEARING WALL ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS ONLY. AND EXTERIOR SHEATHING CAN STOP ONCE UNDER 5 LOWER ROOF. 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. (2) 2x HEADER SEE PLAN SEE FOUND. PLAN FOR FTG. REQ. SCALE: 1/2" = V-0" SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED (1) USP LSTA30 STRAPS BENT OVER TOP PLATE THEN DOWN USP SPT4 W/ (6)-10d X 1 1/2" THE FACE OF HEADER/ STUDS @ 24" O.C. W/ (22) 10d NAILS (2) - 2X SPF TOP PLATE (2) 2x HEADER SEE PLAN 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) - 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. WIDTH 4 FEET). IF OPENING OPENING LARGER THAN 4 ft (2) 2x IS GREATER THAN 4 FEET SILL PLATE W/ MP3 CLIPS EACH SIDE BUT NOT EXCEEDING 6 FEET, A MP3 CLIP IS TO BE MIN @ END #2 SPF STUDS 2 (3) x INSTALLED AT EACH END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EACH USP LSTA30 CENTERED END OF OPENING W/(22) 10d NAILS NAILED TO STUD PACK W/ 10d NAILS @ 8"o.c. I FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM 9 SCALE: 1/2" = V-0" 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 CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED USP SPT4 W/ (6)-10d X 1 1/2" (1) USP LSTA30 STRAPS BENT @ 24" O.C. 4 OVER TOP PLATE THEN DOWN (2) - 2X SPF TOP PLATE THE FACE OF HEADER/ STUDS W/ (22) 10d NAILS —(2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE - (2) - 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET) IF OPENING IS GREATER 2X CRIPPLE AT EACH END OF THAN 4 FEET, BUT NOT EXCEEDING OPENING NAILED TO STUD 6 FEET, A MP3 CLIP IS TO BE PACK W/ 10d NAILS @ 8"0.C.R.."5 INSTALLED TO EACH END PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN USP MSTAM36 STRAP(S) )' "\ TIE BEAM CENTERED W/ (8) 10d NAILS & (5) 1/4 TAPCONS. CONTRACTOR MAY USE PROVIDE BLOCKING BELOW JAMBS SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 4"x24" TAPCONS INSTEAD OF USP STRAP. EITHER STRAP IS ADEQUATE HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: 1/2" = V-0" SEE PLAN FOR COL. SIZE FLOOR SYSTEM OR 2-STY. FRAMING SEE PLAN FOR COL. SIZE — PLAN FOR CONN. NAILING AREA (TYP.) (2) USP MSTA36 STRAPS CENTERED w/ (22) 1d NAILS OR (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (EITHER USP OR SIMPSON STRAPS ARE ADEQUATE) BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) USP HTT45 BASE W/ (18) 16d NAILS & 5/g' ANCHOR BOLT W/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 6 2 STORY COL. a@ GIRDER SCALE: 1/2" = V-0" 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 CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) USP LSTA30 STRAPS USP SPT4 W/ (6)-10d X 1 1/2" BENT OVER TOP PLATE @ 24" O.C. THEN DOWN THE FACE OF (2) 2x HEADER SEE PLAN HEADER/STUDS W/ (22) 10d NAILS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE 2x CRIPPLE AT EACH END OF (2) - 10d TOENAILS AT EACH END OF OPENING NAILED TO STUD SILL (MAX. OPENING WIDTH 4 FEET). PACK W/ 10d NAILS IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, TYPICAL BLOCK WALL A MP3 CLIP IS TO BE INSTALLED AT EACH END. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN (2) USP MSTAM36 STRAP(S) CENTERED W/ (8) 10d NAILS e'; 2X CONT. RIBBON & (5) 1/4 TAPCONS. TIE BEAM CONTRACTOR MAY USE SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING „ 1 „ BELOW JAMBS 10d NAILS & (4) 4 x2/4 TAPCONS INSTEAD OF USP STRAP. EITHER STRAP IS ADEQUATE HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 1 SYSTEM 42 SCALE: 1/2" = V-0" 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3" O/C ��F48 �x4 r PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: 3/4" = V-0" 7 TOP SPLICE DOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 11 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED @ HEADER LOCATION SEE INFO BELOW ON CONNECTION OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO HEADER w/ (2) 12 TONEAILS HEADER FLUSH TO OUTSID DOUBLE 2x6 OR 2x8 TOP PLATE SEE ^' ""' 12d NAILS A O.C. TYP T (2) 2 x #2 SYP U.N.O. 2 x CONT. T u (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN 2x HEADER TO SIT JSH w/ THE OUTSIDE E PLAN FOR SIZE / 2x8 WALL BEYOND SEE )OR PLAN FOR HEADER NNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION USP SPT6 OR SPT8 @ 24" o.c. BOX HEADER (2) 2x TOP PLATE (2) LSTA12 WRAPPED UP AND OVER TOP PLATE 2x CRIPPLES @ 16" O.C. W/ USP 0 o SPT22 & SPT24 (OR SPT4) CONNECTORS @ TOP PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS W/ (2) - HTW20 TOP & (2) STUDS BELOW HTW20 @ BASE TO HEADER (IF CRIPLLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) LSTA24 (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO USP MP3 EACH END TYP. * FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED W/ (2) - 16d TOENAILS @ EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. 0 r o — o Z o Z Q O z A� N U w •U — O = 0 � �0 0 o0 U �M LU I.-O m M ca 2 'O M No ol07 = m o O O wL-00 S Uao) C �o-o O Y Q 0) Lo V OL c Q O A' B D. N C B D C , S LL a � rG °' ` �.5 I1J a e E IL Q a o ,Spy z t. . .F il'llll To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th 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 Z ON � � O M O M QL)�Un 'i v- U-) < 0)LL try �' F-M Q U a� E Z WJ C) d' oZ w� Za ¢f ti¢o( =moo ro (0, Z o z �Ezz �o!�z v , r1a. fJ 8 00 c) oW° L M w 7 L Z z }g a xZW > N U z 4Z Lri W Cn E o 06 W 1� Cl) Q F0 F J LU I� x ama N $�0- Q FWW oa3 W W ,w Z Z Lr) � s LU J ,,,,i Lli w 2:W Z o O ~ Q Z 1�0Q Z K =� a V)Z .} V Z w J <� o 1-4g SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION NO. 10 SHEET NO. D2 s� 6U 3