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(1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVERTOP SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. N NJ EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO O SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE / ° 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. 1 2x SILL PLATE W/ () (2) 12d TOENAILS. 2x STUDS I © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • 2x4 CONTACT U.N.O. ON PLAN - IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. X. SURFACE 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM7/ SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END (3) 2x #2 SPF STUDS @ END OF .° CORRECT BLOCKING w/ (3) 12d EA. END _MIN HEADER SEE Q/S4 FOR REQ'D JAMB ' • G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO ' 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") _ �� 1 1/8 RIM BOARD .%',.� BLOCKING WALL FLOOR TRUSS/ END OF OPENING A. 2x CRIPPLE NI G NAILED TO STUD SIMPSON LSTA30 w/ (11) 10d TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL '°' '° VERIFY W/PLAN BELOW. IF WOOD WALL IS BELOW USE (2) 10d �� WALL ISHELS C�ATH SHEATHING' .- ;�:, - JOIST SEE PLAN = l� (2) 12d TOE NAILS TOP ':r ' (2} SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4 x2 I -JOIST SEE PLAN TIE BEAM PACK w/10d NAILS @ 8"o.c. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTA36 STRAPS w/ (26) NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD r%'� & BOTT. CHORD �� 1/4 TITENS SIMPSON LSTA30 FROM IS INSTALLED). SCALE: N.T.S. - AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH PROVIDE BLOCKING WINDOW JAMB TO FLOOR TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIST t =" END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR /"' SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS 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. (2) 2x8 OR (2) 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTIOJIDE PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" p'p' ipefi' pep �.�, ." ' Px 4 SPF C SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10dHEADER NAILS BENT OVER TOP PLATE SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR GONN. TALL. (CONTRACTOR MAY USE CLIPS) NAIL BACK LEG OF CIPPLE w/ (2) 12 TOENAILSFLUSH (2) 2x HEADER TO SIT w/THE OUTSIDE NAILS TO STUDS ABOVE & (11) 10d (2) - 2X SPF TOP PLATENAILS SEE PLAN FOR SIZE TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE AT 16" O.C. U.N.O. D SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUT FLOOR PLAN FOR HEADER (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR COL. SIZE CONNECTION SEE PLAN �E 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 EXTERIOR HEADERS (1) 2x SILL PLATE W/ 2) 12d TOENAILS. ( (2) SIMPSON MST37 VSTRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" 2 x SPF REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON LS30 PLATE SEE PLAN 12d NAILS AT 6" MORE INFORMATION EMBEDMENT PAST STEP. w/ w/ (6) FLOOR SYSTEM OR BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B _. SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B B C SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 ` ' 1 1/2" (USE SP8 FOR 2x8 r� WALL) @ 24 O.C. H FLOOR SYSTEM EWALL OR BEAM WALL AT EACH STUD AT HEADER / SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, OR LVL GIRDER SYP U.N.O. JAMB CONDITION OR IF BUILT-UP t (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED WlIN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2 IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE 2 x 4 #2 SPF STUDS B O INTERIOR HEADER 2x SILL PLATE W/ 12dTOENAILS. TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" BOX HEADER (1) (2) AT 16" O.C. U.N.O. (2) 2x HEADER G EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN ANCHOR BOLT w/ (2) 2x TOP PLATE E F TYP FSEE PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. `2 x 4 P.T. OPENING LARGER THAN 4 ft 2 2x SILL PLATE SIMPSON MSTAM36 W/ (7)�— 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1} 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE --- -- -_--- - -LL SIMPSON SP2 w/ (12) 10d NAILS AT 6" SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS - -; TOP AND SIMPSON SP1 w/ 10d NAILS AT BASE (10) NOT REQ'D TO HAVE CONNECTIONS. • . • ' *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN L TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE HEADER CO N N 2nd FLOOR FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK STUDS BELOW STUDS w/ SITUATION. (2) SIMPSON H S20CONNECT G.T. 0w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER j FOR EXTERIOR 2 STORY WALLS ONLY. . s 2 STORY COL. @ GIRDER SHEATHING CAN STOP ONCE UNDER % 1=3 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. - �''.o ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED PLATE THEN DOWN THE 2) 2x HEADER SEE PLAN SIMPSON LS30 w/ (6) 10d x 1 *FOR OPENINGS LESS THAN 1/2" NAILS AT EACH END TYP. 4'-0" WIDE, SILL MAY BE FACE OF HEADER/STUDS DOUBLE 2x4 ATTACHED w/ (2) 16d TOENAILS AT EACH END SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS 3" 0/ �c�r A�qT ti0 2x CRIPPLES @ 16" O.C. —� (2) @ END OF HEADER. SEE 12d TOENAILS. F� 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) OPENING LARGER THAN 4 ft (2) 2x ,2'I'4 8 M�� pA TOP SP LICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH INFO. SILL PLATE w/ SIMPSON LS30 w/ (6) , EXTERIOR HEADERS END OF SILL (MAX. OPENING E 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING S. WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF --� ;. 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHORrW LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON E A OPENING NAILED TO STUD IS GREATER THAN 4 FEET LAR (6) x 1 1/2" EACH SIDE PACK W/ 10d NAILS -(2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET).' SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO . EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS , . W/320.Cd NAILS NAILED TO STUD PACK / FLOOR DECK FLOOR DECK �°X BEYOND DOUBLE W/ 10d NAILS @ 8110.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL s 10 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. c*-1 cle o N act Q -Y 2 -o • � i1�- CZ. _ ty tz co • 1- Ij 0 0 N 0 M O 411E.ir. No PE 75 t }� S TA I L_ (-1 F ' '�•' . To the best of the Eng nears knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W p N rJ V 0 , d c a7 °g # LL LL NM ti tlyl a a �wii a z J _ Z s W .�C,4 m L o d z Wco tRgO�j°' LL 0 w Z O U ❑❑❑ W C t2 7 N z � z J N N 4- 0 c �Nall = W w- I c Q ° N z z M .n � 2 E W oLL N a� C o H (d Xo ❑ ouAO. �� U K W_ z co do <nm� Iw =M N C < ry & zw z m J "'9 <� aw Z� s 9 sz a W m ~ K r� t^67 S OI� a � Lo > Lo Ln C .-� :0 Cfl Y Cr T r U o N T m LID r Q 0 � o M 0 00 CV Q 0004 N M ^ T E T M M z Z O w cc a U Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. D 2