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0 <br />r- <br />N <br />I <br />i <br />00 <br />L0 <br />D3 <br />N <br />2 <br />0 <br />CN <br />N <br />I <br />ao <br />i <br />a <br />N <br />Ey <br />N <br />c <br />c� <br />8 <br />a <br />a <br />Go <br />N <br />N <br />\ <br />M <br />5 <br />(1) SIMPSON LSTA30 w/ (22) <br />(2)- 12d <br />GABLE END FLOOR <br />SEE SS FOR RETROFIT <br />SIMPSON SP4 w/ 6 1 <br />10d NAILS BENT OVER TOP () Od x 1 1/2" <br />TOENAILS 2x4 <br />TRUSS SEE R/S6 FOR <br />CONNECTION IF MSTAM36 <br />1 OR 2 PLY GIRDER <br />PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 <br />TO TRUSS TOP <br />CONNECTION INFO TO <br />CAN NOT BE INSTALLED / <br />TRUSS. SEE PLAN FOR <br />FACE OF HEADER/STUDS FOR 2x8 WALL) <br />@ 24" O.C. <br />MASONRY WALL <br />CONNECTION. <br />E <br />EXT. SHEATHING <br />0 BELOW AND ALT. <br />2x CRIPPLES <br />(2) 2x SPF TOP PLATE <br />FLUSH TOP <br />BLOCKING INFO <br />0 <br />SEE PLAN FOR CONN. <br />W/ 2 1 dTOE@NAILS T B <br />(2) 2x HEADER SEE PLAN <br />SEE FOR <br />:• °. BLOCKING <br />2 OF MASNORY & 8d <br />NAILS T/B FLANGE <br />� <br />1. APPLY SUB <br />(3) 2x #SPF <br />( 10d TOENAILS AT EA. INTERIOR HEADER <br />DETAILS <br />FLOOR + <br />STUDS w/ 10d @ <br />(2) - 2x SPF TOP PLATE <br />END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />2x STUDS <br />© <br />ADHESIVE TO <br />8" O.C. EACH SIDE <br />OPENING WIDTH 4 FEET. EXTERIOR HEADERS <br />2x4 CONTACT <br />U.N.O. ON PLAN <br />IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />• <br />SURFACE �A 2x4 #2 BLOCKING <br />THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x <br />FLOOR SYSTEM <br />SI <br />NOTE: VERIFY WITH FLOOR <br />FRAMING PLAN FOR I -JOIST <br />B 2x4 SIDE BRACE <br />�� <br />AT 48 O.C. <br />EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) <br />A SIMPSON LS30 w/ 6 10d �� <br />10d x 1 1/2 CLIP EACH SIDE <br />SEE PLAN <br />OR FLOOR TRUSS FOR <br />BETWEEN JOISTS <br />2X CONT. RIBBON <br />x 1 1/2" CLIP IS TO BE <br />MIN (3) 2x #2 SPF STUDS @ END OF <br />INSTALLED AT EA. END <br />°••::: <br />• • <br />G.C. VERIFY INTERIOR <br />CORRECT BLOCKING <br />REQUIREMENTS <br />w/ (3) 12d EA. END <br />TO HORIZ. <br />FLOOR DECK <br />HEADER SEE Q/S4 FOR REQ'D JAMB INF <br />1/2" GYP. BOARD OR <br />BLOCKING <br />TYPICAL BLOCK <br />WALL <br />2x CRIPPLE AT Fes. SIMPSON LSTA30 w/ (11) 1Od <br />(2) SIMPSON MSTAM36 STRAPS w/ (7) 10d <br />EXTERIOR STRUCTURAL <br />1-1/8" RIM BOARD <br />END OF OPENING TO STUDS ABOVE PLATE <br />NAILS & (4) 1/4" x 2 1/4"TITENS CENTERED <br />SHEATHING (MIN. 7/16") <br />FLOOR TRUSS/ <br />NAILED TO STUD <br />ON FLOOR SYSTEM TO MASONRY WALL :�.:� <br />O USE <br />VERIFY W/ PLAN <br />8d NAILS @ 3" O.C. <br />JOIST SEE PLAN <br />% <br />(2) SIMPSON MSTAM36 w/ <br />I -JOIST SEE PLAN <br />PACK w/1Od NAILS FLOOR DECK <br />BELOW. IF WOOD WALL IS BELOW <br />BELOW. I (2) <br />WALL SHEATHING <br />(2) 12d TOE NAILS TOP <br />(7) 10d NAILS & (4) 1/4 x2 <br />TIE BEAM <br />@ 8"o•c FLOOR TRUSS/ I -JOIST SEE PLAN <br />MSTAD STRAPS w/ 10d <br />SIMPSONAILS <br />TO RIM BOARD <br />/ & BOTT. CHORD <br />1/4" TITENS <br />SIMPSON LSTA30 FROM WIN W <br />(G.C. TO INSURE SOLID BLOCKING <br />AJS BLOCKING PANEL @ 24" <br />JAMB TO FLOOR TRUSS/ SOLID <br />IS INSTALLED). <br />SCALE: 1 1/2" = l'-O" <br />O.C. (MAX) AND @ EACH <br />PROVIDE BLOCKING <br />BLOCKING BELOW. <br />SCALE:3/4" =1' - 0" <br />SEE SS FOR RETROFIT <br />GABLE END RIM JOIST <br />END OF WALL UNDER <br />BELOW JAMBS <br />SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />CONNECTION IF MSTAM36 <br />SEE R/S6 FOR <br />CONNECTION INFO TO <br />CORNERS <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />SECTION CORNER CAN NOT BE INSTALLED <br />MASONRY WALL <br />E - 10d TOE NAILS <br />EACH SIDE <br />OTHERWISE DETAIL CAN BE IGNORED <br />FRAMING ATTACHMENT <br />BLOCKING DETAIL r2 <br />GIRDER/COL. CONN. @ 2nd FLOOR 3 <br />HEADER CONN. @ 2nd FLOOR 4 <br />SCALE: 1/2" = V-0" <br />AS NOTED <br />SCALE: 3/4" = V-0" <br />SCALE: 1/2" = V-0" <br />SEE FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />A SIMPSON SP2 w/ (12) 1Od NAILS <br />O <br />SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />2x6 / 2x8 CRIPPLES @ 16" O.C. <br />STUD <br />JAMB STUD <br />NOTCHED AT HEADER LOCATION �� 2 2x8 OR 2 2x6 TOP <br />2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. <br />REQ'D TYP <br />BO SIMPSON LSTA24 w/(18) 10d NAILS <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />SEE INFO BELOW ON CONNECTION PLATE SEE PLAN <br />o. I. �. <br />OF CRIPPLES IF LONGER THAN 8" <br />—� <br />P. <br />2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24 O.C. <br />SEE PLAN FOR CONN. <br />TALL. (CONTRACTOR MAY USE RTT <br />CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT <br />� <br />TOP PLATES LENGTH ON STUDS W/ (11) 10d <br />NAILS TO STUDS ABOVE & (11) 10d <br />(1) SIMPSON LSTA30 w/ (22) 10 <br />NAILS BENT OVER TOP PLATE <br />(2) - 2X SPF TOP PLATE <br />HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE <br />2 x 4 #2 SPF STUDS <br />NAILS TO STUDS BELOW. <br />THEN DOWN THE FACE OF <br />HEADER/ STUDS <br />(2) 2x HEADER SEE PLAN <br />SEE PLAN FOR SIZE <br />2x6 / 2x8 WALL BEYOND SEE <br />AT 16" O.C. U.N.O. <br />OD SIMPSON SP1 w/ (10) 10d NAILS <br />HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER <br />a <br />INTERIOR HEADER <br />NAILING AREA (TYP.) <br />G <br />�^ (2) 2x HEADER <br />PLAN <br />OE 5/8" A.B. @ 24" O.C. AND 6" FROM <br />MIN (3) 2x #2 SPF STUDS @ <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />EXTERIOR HEADERS <br />SEE PLAN FOR <br />COL. SIZE <br />(2) SIMPSON MSTA36 STRAPS w/ <br />CONNECTION <br />SEE l <br />EACH END W/ 7" EMBEDMENT. IF <br />END OF HEADER SEE Q/S4 FOR <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />(26) 10d NAILS <br />DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER <br />AT STEP DOWN LOCATION, MIN T' <br />2 x SPF EMBEDMENT PAST STEP. <br />REQ'D JAMB INFO <br />OPENING LARGER THAN 4 ft 2 2x <br />() <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />PLATE SEE PLAN CONNECTION DETAILS FOR <br />MORE INFORMATION <br />12d NAILS AT 6" <br />FLOOR SYSTEM OR <br />' <br />BASE PLATE <br />2x CRIPPLES @ 16" O.C. <br />1 Od x 1 1/2" EACH SIDE <br />2-STY. FRAMING <br />O.C. TYP T & B - `�, SIMPSON SP6 w/ 6 10d x <br />( ) <br />C ^{� B C <br />PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE <br />FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 <br />W/ (2) 12d TOENAILS T/B <br />(2) 10d TOENAILS AT EACH END OF <br />BAND JOIST & BLKG. <br />��. 1 1/2" (USE SP8 FOR 2x8 <br />(2) 2 x #2 :` -� WALL) 24" O.C. <br />H i° <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />SYP U.N.O. @ <br />EWALL OR BEAM WALL) AT EACH STUD AT HEADER / <br />IF OPENING IS GREATER THAN 4, <br />OR LVL GIRDER <br />JAMB CONDITION OR IF BUILT-UP <br />(2) - 2 x 4 SPF TO <br />2X CRIPPLE AT EACH END OF <br />FEET BUT NOT EXCEEDING 6 FEET, <br />(BLOCK SOLID) <br />` <br />- <br />STUDS ARE WIN WALL SYSTEM A.B. <br />TOP PLATES BE SPACED W/IN 6" FROM OPENINGS <br />OPENING NAILED TO STUD <br />A SIMPSON LS30 w/ (6) 10d x 1 1/2IS <br />" <br />SEE PLAN FOR <br />2 x CONT. T & B <br />t. <br />AND MULTIPLE STUD PACKS <br />PACK W/ 1Od NAILS @ 8"O.C. <br />TO BE INSTALLED AT EACH END. <br />COL. SIZE <br />j g % <br />LE 2 x 4 #2 SPF STUDS <br />INTERIOR HEADER <br />O <br />TYPICAL BLOCK WALL <br />PLYWOOD ATTACHED PER <br />NAILING SCHEDULE <br />SIMPSON HTT4 w/ (18) <br />G <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />16d NAILS & 5/8" <br />BOX HEADER <br />AT 16" O.C. U.N.O. (2) 2x HEADER <br />SEE PLAN <br />E F I I Np F <br />EXTERIOR HEADERS <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />SIMPSON MSTAM36 W/ (7) <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />TIE BEAM <br />ANCHOR BOLT w/ <br />MIN. 6" EMBEDMENT <br />(2) SIMPSON LSTA12 w/ 10) (2) 2x TOP PLATE <br />F <br />�f <br />D <br />2 x 4 P.T. OPENING LARGER THAN 4 ft 2 2x SILL PLATE <br />O <br />BASE PLATE W/ SIMPSON LS30 10d 1 1/2" EACH SIDE <br />1Od NAILS & (4) 1/4"x2 1/4" <br />TAPCONS <br />10d NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ <br />OVER TOP PLATE <br />w/ (6) x <br />PROVIDE BLOCKING <br />SIMPSON SP2 w/ (12) 10d NAILS AT <br />I SEE FOUND. PLAN FOR FTG. REQ. <br />HO STUDS UNDER 2nd FLOOR HEADER ARE <br />BELOW JAMBS <br />• <br />P AND SIMPS w/ (10) 10d <br />NAILS AT BASE"PROVIDE <br />-�•—* <br />NOT REQ'D TO HAVE CONNECTIONS. <br />ATTACH STUDS w/ (3) 12d TOENAILS T&B <br />_ <br />• . <br />SEE FOUNDATION PLAN <br />- (2) CRIPPLES BELOW <br />TO ANY GIRDER TRUSS IN THIS <br />2 ST. I NT. BEARING WALL <br />AND EXTERIOR <br />PROVIDE EXTERIOR SHEATHING <br />ATTACHED PER NAILING SCHEDULE <br />HEADER CONN. <br />@ 2nd FLOOR <br />FOR FTG. REQ. <br />2x CRIPPLES TO SITUATION. CONNECT G.T. TO <br />MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ <br />STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND <br />5 FOR EXTERIOR STORY WALLSUONLY.NDER <br />s <br />2 STORY COL. <br />GIRDER <br />TO <br />BOTTOM <br />SHEATHING C STOP ONCE U <br />( CRIPPLES ARE LESS THAN 8" <br />SCALE: 1/2 - 1 -0' <br />" - <br />LOWER ROOF. <br />SYSTEM 42 <br />SCALE: 1/2" = 1'-0" <br />LONG NO STRAPS ARE REQ'D) <br />SCALE: 1/2" = V-0" <br />_ <br />��. A-' <br />ADDITIONAL STRAPS <br />SEE STANDARD HEADER REQUIRED AT TOP PLATE <br />CONNECTION DETAILS FOR TO STUDS TO MATCH <br />MORE INFORMATION HEADER STRAPS <br />SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />CONNECTION IF MSTAM36 <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />CAN NOT BE INSTALLED <br />OTHERWISE DETAIL CAN BE IGNORED <br />(2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN <br />SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE <br />(2) SIMPSON LSTA30 w/ (22) <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />2x4 STUDS <br />MIN (3) 2x #2 SPF STUDS @ END OF HEADER <br />FOLLOWED IF DOWN SET OR BOX HEADER IS USED <br />1 Od NAILS BENT OVER TOP <br />2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />PER PLAN <br />SEE Q/S4 FOR REQ'D JAMB INFO <br />OTHERWISE DETAIL CAN <br />BE IGNORED <br />PLATE THEN DOWN THE <br />SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. <br />FACE OF HEADER/STUDS <br />(2) 2x HEADER SEE PLAN <br />DOUBLE 2x4 <br />'FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE <br />SIMPSON LSTA30 w/ (22) 10d <br />SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR <br />2x CRIPPLES @ 16" O.C. <br />TOP PLATE <br />ATTACHED w/ (2) 16d TOENAILS AT EACH END <br />NAILS BENT OVER TOP PLATE <br />2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. <br />W/ (2) 12d TOENAILS T/B <br />THEN DOWN THE FACE OF <br />INTERIOR HEADER <br />2 WS 10d @ <br />(2) 2x SILL PLATE <br />HEADER/ STUDS <br />(2) 2X SPF TOP PLATE <br />2x HEADER SEE PLAN <br />MIN (3) 2x #2 SPF STUDS <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />EXTERIOR HEADERS <br />3" 0/ �c„+-r <br />'�1,�� NO <br />_ <br />�2xDS <br />2x CRIPPLES @ 16" O.C. <br />(2) <br />@ END OF HEADER. SEE <br />FOR JAMB <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. <br />F4 2.1q <br />@ 16" O.C. <br />W/ (2) 12d TOENAILS T/B <br />INTERIOR HEADER <br />Q/S4 REQ'D <br />INFO. <br />OPENING LARGER THAN 4 ft (2) 2x <br />8 I' TOP SPLICE <br />(2) 1 Od TOENAILS AT EACH <br />(1) 2x SILL PLATE W/ (2) 12dTOENAILS. <br />EXTERIOR HEADERS <br />EXT <br />SILL PLATE w/ SIMPSON LS30 w/ (6) <br />, <br />END OF SILL (MAX. OPENING <br />WIDTH 4 FEET). IF OPENING <br />(1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING <br />2x CRIPPLE AT EACH END OF <br />OPENING NAILED TO STUD <br />1Od x 1 1/2" EACH SIDE <br />, <br />ALT. HEADER AN C H O R <br />LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON <br />8 <br />IS GREATER THAN 4 FEET <br />LS30 w/ (6) 1Od x 1 1/2" EACH SIDE <br />PACK W/ 1Od NAILS <br />(2) 10d TOENAILS AT EACH END OF <br />BUT NOT EXCEEDING 6 FEET, <br />SILL (MAX. OPENING WIDTH 4 FEET). <br />SCALE: N.T.S. <br />A SIMPSON LS30 w/ (6) 10d x 1 <br />MIN (3) 2x #2 SPF STUDS @ END <br />TYPICAL BLOCK WALL <br />IF OPENING IS GREATER THAN 4, <br />PROVIDE 2x4 ON <br />1/2" IS TO BE INSTALLED AT <br />OF HEADER SEE Q/S4 FOR <br />FEET BUT NOT EXCEEDING 6 FEET, <br />TOP OF 2x8 TO <br />. <br />EACH END <br />REQ'D JAMB INFO <br />A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS <br />BLOCK OUT TOP <br />2x CRIPPLE AT EACH <br />SIMPSON LSTA30 w/ (22) 10d NAILS <br />SIMPSON (2) MSTAM36 w/ (7) <br />10d NAILS & (4) 1/11/4" <br />TO BE INSTALLED AT EACH END. <br />PLATE ATTACH <br />END OF OPENING <br />CENTERED <br />TAPCONS <br />W/ (2) 10d NAILS <br />NAILED TO STUD PACK � <br />FLOOR DECK <br />FLOOR DECK <br />@ 3" O.C. 2x4 BEYOND <br />DOUBLE <br />W/ 10d NAILS @ 8"o.c. <br />AGAINST 2x8 01 2x8 TOP <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />PROVIDE BLOCKING <br />FLOOR TRUSS/ I -JOIST SEE PLAN <br />STUDS <br />PLATE <br />SEE PLAN FOR BEAM <br />BELOW JAMBS TIE BEAM 2X CONT. RIBBON <br />2x8 STUDS 2x4 W/ 2 ROWS <br />PER PLAN <br />SIZE & CONNECTIONS <br />NOTE: <br />OF 10d NAILS <br />PLATE LENGTHS MUST BE <br />@ 3" O.C. <br />HEADER CONN. @ 2nd FLOOR <br />HEADER <br />CONN. @ 2nd <br />AT LEAST 4'1 LONG. TYPICAL <br />W/ HIGH BM <br />FLOOR [DOUBLE STRAP] <br />TOP PLATE SPLICE DETAIL <br />s <br />�o <br />SCALE: 1/2" = V-0" <br />SYSTEM 42 <br />SCALE: 1/2" = V-0" <br />SCALE: 3/4" = V-0" <br />W <br />., <br />Z cn <br />z <br />z <br />J <br />U) z <br />(1)c <br />a--+ `�' <br />0 w <br />N Of <br />C) U <br />w <br />co <br />�M M <br />_ <br />U <br />c <br />�� <br />¢ Cm <br />010 <br />owlit <br />S: <br />N <br />Z <br />W <br />-3:2 <br />' ii. <br />� � <br />W � c-"\ <br />- <br />z <br />LL x" <br />N <br />% 4 <br />To the best of the Eng is 1ppddgg•,,e, i��•((o(r� , and <br />belief, the structural pileawings co s j�gf'ihlbts�b+drk(talntc��\\` <br />Bulldingwithin hew ode rResdential��&Mdj�(Z I�F�•k0 <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />0 <br />Z (NJ <br />0 0) r-, <br />(n M G <br />MI <br />z <br />j M LLn <br />Q_ X � O <br />L^n <br />CL Q L U_ <br />00 <br />E <br />W <br />Z <br />J <br />%00 <br />d- <br />a <br />�a <br />W <br />U <br />Z u U <br />�? <br />L <br />> <br />Z <br />p <br />I— <br />zLn <br />I� <br />U <br />-0Cw <br />0 <br />F <br />plk <br />U-i <br />0 <br />r*4 <br />Li. <br />W <br />P <br />Z <br />J*-•I <br />Uj <br />.�-1 <br />Z <br />Z <br />~ <br />co <br />orl <br />Nm <br />4Z <br />•w� <br />^� <br />.-1 <br />�I <br />a <br />.L- <br />cn <br />W <br />£ <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSKI <br />VERSION N0. 5ml <br />SHEET NO. <br />D2 <br />