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(_ _ E_ (L- 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. SEE PLAN FOR THEN DOWN THE FACE USP SPT4 W/ (6)-10d X 1 1/2" OF HEADER/STUDS W/ MASONRY WALL CONNECTION. (22) 10d NAILS @ 24" O.C. EXT. SHEATHING Q BELOW AND ALT. (2) - 2x SPF TOP PLATE FLUSH W/ TOP 2 OF MASNORY & 8d BLOCKING INFO 7T SEE PLAN FOR CONN. 2x CRIPPLES @ 16" O.C. (2 ) 2x HEADER SEE PLAN SEE FOR BLOCKING NAILS T/B FLANGE f 0 1. APPLY SUB (3) 2x #SPF W/ (2) 12d TOENAILS T/B INTERIOR HEADER DETAILS 2x STUDS FLOOR + ADHESIVE TO 2 2x SPF TOP PLATE ( ) (2) 10d TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. I B 2x4 CONTACT 8" O.C.ACH SIDE END OF SILL. MAX. EXTERIOR HEADERS • '° SURFACE q 2x4 #2 BLOCKING O U.N.O. ON PLAN OPENING WIDTH 4 FEET. '` (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 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 THAN 4 FEET BUT NOT SILL PLATE WGM 3 CLIPS EACH SIDE 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 1/2"GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. USP - 10d (2) USP MSTAM36 STRAPS w/ (8) 10d EXTERIOR STRUCTURAL 1-1/8 RIM BOARD END OF OPENING AS ABOO VEE PLATE TO STUDS 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 STRAPS) 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 TO RIM BOARD & BOTT. CHORD & (5) 1/4 TAPCONS. � USP LSTA30 FROM WINDOW w/ (7) 10d NAILS & (4) Y4' x 2 Y4' TITENS AJS BLOCKING PANEL @ 24" CONTRACTOR MAY USE II � JAMB TO FLOOR TRUSS/ SOLID INSTEAD OF USP MSTAM36 STRAPS. IF SCALE: 1 1/2" =1'-0" O.C. (MAX) AND @ EACH SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING BLOCKING BELOW. WOOD WALL IS BELOW USE (2) MSTA36 SCALE:3/4" =1' - 0" GABLE END RIM JOIST END OF WALL UNDER 10d NAILS & (4) Y4'x2Y4' TAPCONS BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE STRAPS w/ (22) 10d NAILS OR (2) SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS INSTEAD OF USP STRAP. FOLLOWED IF DOWN SET OR BOX HEADER IS USED SIMPSON MSTA36 STRAPS w/ (26) 10d CONNECTION IF MSTAM36 CONNECTION INFO TO - 10d TOE NAILS EITHER STRAP IS ADEQUATE OTHERWISE DETAIL CAN BE IGNORED NAILS (G.C. TO INSURE SOLID BLOCKING S ECT I O N CORNER CAN NOT BE INSTALLED MASONRY WALL E EACH SIDE ON IS INSTALLED). EITHER USP OR SIMPSON STRAPSARORSIMP FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. 2nd FLOORK3N�HEADER CONN. 2nd FLOOR 4 SCALE: 1/2" = V-0" AS NOTED SCALE: 3/4" = V-0" SCALE: 1/2" = 1'-0" SEE Q/S4 FOR A USP SPT24 @ EA. STUD W/6-10d 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 2x6 / 2x8 CRIPPLES @ 16" O.C. JAMB STUD �� USP SPT4 W/ 6 O -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 CRIPPLES IF LONGER THAN 8" TALL. T P. L p, 2 - 2 x 4 SPF C O USP RS150 W/ MIN. 12" END TOP PLATES LENGTH ON STUDS W/ 11 10d (1) USP LSTA30 STRAPS BENT USP SPT4 W/ (6)-10d X 1 1/2" @ 24" O.C. SEE PLAN FOR CONN. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT HEADER 12 TONEAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS ABOVE & (11) 10d OVER TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) - 2X SPF TOP PLATE w/ (2) SEE PLAN FOR SIZE NAILS TO STUDS BELOW. - _ _ - _ _ 2 x 4 #2 SPF STUDS C �� AT 16 O.C. U.N.O. P SPT22 W/ 6 -10d TO STUD & D us () O W! (22) 10d NAILS (2) 2x HEADER SEE PLAN NAILING AREA (TYP.) ) 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE FLOOR P R HE O LAN FOR HEADER G (2) 2x HEADER _ 4 10d TO PLATE O SEE PLAN FOR COL SIZE i i �(2) I I I CONNECTION SEE PLAN rl OE 5/8 A.B. @ 24 O.C. AND 6 FROM EACH END W/ 7" EMBEDMENT. IF MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR INTERIOR HEADER� 1 2x SILL PLATE W/ 2 12dTOENAILS. () () USP MSTA36 STRAPS CENTERED �L- SEE STANDARD HEADER w/ (22) 1 d 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 PAST STEP. 2 x SPF EMBEDMENTS S 1 2x SILL PLATE W/ 2 12d TOENAILS. SYSTEM R FLOOR SYS 0 ITHER THER USP R N TRAP O SIMPSON STRAPS ( (E 12d NAILS AT 6 „ MORE INFORMATION � BASE PLATE T4 H STUD F SP SPT4 EACH S U O CRIPPLES 1 2x 6 O C OPENING LARGER THAN G RG N 4 ft 2 2x O SILL PLATE W/MP3 CLIPS EACH SIDE _ 2 STY. FRAMING ARE ADE QUATE) EQUATE ) O.C..C. TYP T O &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 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 S SYP U.N.O. / I 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 S 2 x CONT. T & B —— INTERIOR HEADER O 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. PLYWOOD ATTACHED PER TYPICAL BLOCK L TY WALL ' �' NAILING SCHEDULE - - - - P HTT4 - - -- US 5 BASE W/ 5/" AT 16 O.C. U.N.O. 2 2x HEADER G ( OPENING LARGER THAN 4 ft 2 2x SILL OOR TRUSS I- I T EE PLAN 18 16d NAILS & ( ) a NC OR BOLT W/ ANCHOR BOX HEADER SEE PLAN E F I TYp F F L 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 O TIE BEAM MIN. 6" EMBEDMENT (2) 2x TOP PLATE — 2 LSTA12 WRAPPED UP ( ) D BASE PLATE ARE NOT REQ'D TO HAVE & 5 1/4 TAPCONS. O CONTRACTOR MAY USE PROVIDE BLOCKING f AND OVER TOP PLATE ______ �0 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) 10d NAILS & (4) y4'x2114' BELOW JAMBS : ; \ o_ SPT22 &SPT24 OR SPT4) ) - - — CONNECTORS @ TOP' PROVIDE 2 CRIPPLES BELOW PROVIDE EXTERIOR SHEATHING TAPCONS INSTEAD OF USP STRAP. EITHER STRAP IS SEE FOUNDATION PLAN ( ) TO ANY GIRDER TRUSS IN THIS 2 ST. I NT. BEARING WALL ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS ONLY. ADEQUATE FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS W/ (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. s 2 STORY COL. L . S GIRDER R D E R (IF CRIPPLES ARE LESS THAN „ _ SCALE. 1/2 - 1 -0 SYSTEM „ _ „ SCALE: 1/2 - 1 -0 % 8" LONG NO STRAPS ARE SCALE: 1/2" = 1'-0' REQ'D) l 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. FOLLOWED IF DOWN SET OR DETAIL TO BE BOX HEADER IS USED 2 USP LSTA30 STRAPS () USP SPT4 W/ (6)-10d X 1 1/2" 2x4 STUDS PER PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED BENT OVER TOP PLATE @ 24" O.C. SEE Q/S4 FOR REQ'D JAMB INFO THEN DOWN THE FACE OF HEADER/STUDS W/ (22) 10d (2) 2x HEADER SEE PLAN DOUBLE 2x4 USP MP3 EACH END TYP. 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! _ - (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS F �-�� 2x STUDS @ 16" O.C. 2x CRIPPLES @ 16" O.C.REQ'D' INTERIOR HEADER Q/S4 FOR JAMB 1) 2x SILL PLATE W/ 2 12d TOENAILS. ( () . �8T TOP SPLICE tilj� Op W/ (2) 12d TOENAILS T/B (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x EXTERIOR HEADERS SILL PLATE W/ MP3 CLIPS EACH SIDE (2) - 10d TOENAILS AT EACH , END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft 2x 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD (2) - 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). ALT. HEADER ANCHOR WIDTH 4 FEET). IF OPENING (2) SILL PLATE W/ MP3 CLIPS EACH SIDE PACK W/ 10d NAILS IF OPENING IS GREATER THAN 4, 8 IS GREATER THAN 4 FEET FEET BUT NOT EXCEEDING 6 FEET, BUT NOT EXCEEDING 6 FEET, 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. A MP3 CLIP IS TO BEEACH INSTALLED AT EACH END OF HEADER SEE Q/S4 FOR END. FLOOR DECK TOP OF 2x8 TO REQ'D JAMB INFO BLOCK OUT TOP ' IP 2x CRIPPLE AT EACH USP LSTA30 CENTERED (2) USP MSTAM36 STRAP(S) FLOOR TRUSS/ I -JOIST SEE PLAN PLATE ATTACH Ile END OPENING W/(22) 10d NAILS CENTERED W/ (8) 10d NAILS 2X CONT. RIBBON '. • W/ (2) 10d NAILS NAILED TO STUD � W/ 10d NAILS @ 8"PACK o.c. TL 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 @3"O.C. HEADER CONN. 2nd FLOOR ADEQUATE HEADER CONN. 2nd AT LE SENGTHSMG.T PI AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 10 11 SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = V-0" SCALE: 3/4" = V-0" U Z M — o Z C, Z Q O J a L/) CD (D(u LU w Q U — w O ~ 0 o0 �V) U 04 W �; �� a) C m M joM- OoN O LL 00 0 Cc Y 0.0 Qrn rnQo A' B D. N C B D C ,* /T1 I � N co NX J �� � M W .L LL W 20 E a' &` < LL UEz HE FLO v. .•• .`a �?OFESS\ \\� To the best of the Engineers 6*vvTAt ion, and belief, the structural plans and specifications contained within these drawings comply with the Florida 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 ON Z Ovr-, >(nM0 M QU)ML0 a V) Q U_ cl� V C 00 Q Z W J 0 z Wu_o WZ�`na oEoo Q zr¢v°XQ �f4W~�z 0Z0GcW K J CC aN��°vo N C:) W �aOzO MLLJ LLJ O 3 N (V Ln W J *k J w�°j e'\ Q woo�� ~ zmo �u01" -0 z'Q Z ^^ W ° wLU ap°Zzi ° ��LUa6 J ,,^^ V /Lu CC��,y,,,��Ou_ZQ Q Q <a>-N Z oa OC O o l0 W0 °LL1 < CLx I— C:) M_ u_ LU L Z LV g z O W SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAM ES VERSION NO. 15m25 JOB NO: 17-5172 SHEET NO. D2