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DBL. TOP PLATE <br />CONT. <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/ 16d COMMON <br />2x HEADER SEE PLAN FOR SIZE <br />NAILS, 2-ROWS, 4" O.C. BTM. <br />AND QUANTITY PROVIDE lx <br />2x6 BLOCKING FOR SHUTTER <br />LAP TO OCCUR OVER STUD <br />WOOD OR 1/7PLYWOOD <br />Z INSTALLATION. PROVIDE 1/7 <br />FILLER(S). NAIL ALL TOGETHER <br />R PLYWOOD FILLER(S). NAIL <br />W/ 16d COMMON NAILS, <br />ALL TOGETHER Wt l6d <br />iD )2 <br />2-ROWS, W O.C. <br />COMMON NAILS, 2-ROWS, 6' <br />O.0 <br />SHORT 2x STUDS <br />BETWEEN HEADER ABOVE AND <br />314" DIA. x 8" MIN. EXPANSION <br />® <br />FRAMING DIRECTLY ABOVE <br />WINDOW <br />(1) 2x6 FLAT TOE NAILED TO <br />BOLT W/ 3x3 OVERSIZED <br />JACK STUD 2x NAILED INTO <br />WASHERS PLACED 16' O.C. 4" <br />INSIDE AND OUTSIDE PLY OF <br />MIN. CONC. EMBEDMENT <br />SECTION A -A <br />FILLER BELOW W/ 16d <br />SILL 6H R ma <br />COMMON NAILS, 6' O.C. <br />I <br />® <br />SHORT2x STUDS <br />BENEATH WINDOW SILLS <br />2x6 BLOCKING FOR SHUTTER <br />INSTALLATION. PROVIDE 1/7 <br />PLYWOOD FILLER(S). NAIL <br />2z MID -HEIGHT BLOCKING <br />K <br />ALL TOGETHER W/ 16tl <br />AND ANY PLYWOOD SEAMS <br />Q <br />MON NAILS, 2-ROWS, 6" <br />W/ (2)16d TOE -NAILS, EACH <br />2x HEADER SEE PLAN FOR <br />O C <br />END <br />>4. <br />Y <br />SIZE AND QUANITY <br />H. <br />PROVIDE 1x WOOD FILLER(S). <br />NAILS ALL TOGETHER W/ 16d <br />SINGLE BTM. PT PLATE <br />COMMON NAILS, 2-ROWS, 6' <br />SIMPSON H10A W/ 10d x 1 1/1" <br />O.C. <br />GALV. COMMON NAILS, FILL <br />SIMPSON SPH4 OR SPH6 <br />ALL HOLES <br />OR SPHB TOP 8 BOTTOM <br />4'-0" MIN. TOP PLATE SPLICE <br />STUD PLATE TIES W/ 10d x 1 <br />AND NAIL W/ 16d COMMON <br />1/7' GALV. COMMON NAILS <br />NAILS, 2-ROWS, 4" <br />O.C. <br />(AT EACH STUD) FILL <br />EVERY HOLE. DO NOT USE T ' <br />3" LONG NAILS <br />e <br />I <br />BTM. MEMBER OF TOP —� <br />i`—qH <br />JI <br />PLATE SPLICE MUST <br />OCCUR OVER STUD. <br />LSTA18 W/ t.-- GALV. COMMON <br />NAILS, (7) EACH END TOTAL OF 14 <br />4" <br />NAILS. APPLIED TO INSIDE FACE <br />(1) 2x FLAT TOE NAILED TO <br />_TYP. <br />ONLY FL#17244 <br />JACK STUDS <br />x <br />SEE SCHED <br />OR # STUDS <br />d <br />m <br />NDER <br />EADER <br />SEE SCHED <br />FOR # FULL <br />HEIGHT <br />2x STUDS <br />J <br />AMWIL <br />X4 <br />N4� <br />X 6' <br />4" IO <br />4" <br />3X3 OVERSIZED WASHERS PLACED 4" <br />TVP. <br />TYP. <br />32" O/C 6' MIN CONC.EMBED. TYP. <br />16" MAX. <br />PROVIDE (3) STUDS 0 <br />CORNERS LAP TOP <br />PLATE MEMBERS <br />PLYWOOD SHEATHING, SEE <br />"ROOFIWALLJFLOOR SHEATHING <br />FASTENER SCHEDULE" <br />B <br />Cl <br />2x MID -HEIGHT BLOCKING <br />AND ANY PLYWOOD SEAMS <br />W/ (2)16d NAILS EACH END <br />16' MAX. <br />TOGETHER W/ <br />12d 0 17' O.C. <br />PROVIDE (3) STUDS @ <br />CORNERS LAP TOP <br />PLATE MEMBERS <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALL/FLOOR SHEATHING <br />FASTENER SCHEDULE" <br />PLACE 3D# ROOF FELT BEHIND <br />VERT. STUDS SO AS TO <br />SEPARATE WOOD AND <br />MASONRY/ CONCRETE(TYP.) <br />10 DIA. SIMPSON TITEN <br />BOLTS 5" MINIMUM <br />EMBEDMENT INTO GROUTED <br />CELL, 6" FROM ENDS AND <br />16, O/C, VERTICALLY MAX <br />NAIL STUDS <br />TOGETHER Wt <br />12d ®17' O.C. <br />(2) 2x TO BLOCK ON 2x6 8 2x8 WALL <br />INTERIOR OR <br />EXTERIOR OF <br />WOOD WALL <br />(3) 2xj¢ HEADER PROVIDE 1/7' PLYW9)OD FILLER(S). NAIL OP PLATE <br />DBL. DBL. T <br />ALL TOGETHER W/ 16d <br />COMMON NAILS, 2-ROWS, U. <br />N — — <br />2X T 2X18't <br />LAP TOP PLATES <br />AT CORNER, <br />(5) 2x STUDS IN CORNER. NAIL <br />THE 13) CORNER STUDS <br />TOGETHER W/16d NAILS, 3" <br />O.C. <br />2x STUDS <br />SPACING SPECIFIED <br />ON PLANS <br />(4) 2x STUDS IN CORNER. NAIL <br />THE (3) CORNER STUDS <br />TOGETHER W/ 16d NAILS, 3" <br />O.C. <br />NUM <br />R OF HEADER STUD SUPPORTING HEADER ON EACH SIDE <br />NUMBER OF KING STUDS <br />EACH END OF HEADER <br />SPAN <br />HEADER SIZE <br />(2)2x6 <br />(3)2x6 <br />(2)2x8 <br />(3)2z8 <br />(3)2x10 <br />(2)2xl2 <br />(3)2z12 <br />9=rACN8Q1r0.G <br />VW8PACM@Wo.0 <br />0-2ft <br />`n <br />a <br />0 <br />r <br />n <br />x <br />U <br />a=1 <br />2 2x4 <br />2 2x4 <br />2 2z4 <br />(3I 2x4 <br />SPAN <br />KINGS <br />SPAN <br />KINGS <br />2x6 <br />(212x8 <br />(21 <br />()2x6 <br />(2) <br />(2)2z <br />3-411 <br />0- 2 ft <br />3-oft <br />1 <br />2 <br />0- 2 ft <br />3-oft <br />1 <br />2 <br />2z4 <br />214 <br />2 2x4 <br />2 2x4 <br />1(2)6 <br />(3) x <br />(3) 2z4 <br />2x6 <br />(2) 8 <br />(2)2x6 <br />(2)2x6 <br />)5-6ft <br />2z4 <br />2x4 <br />2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />(2)2x6 <br />(2)2x6 <br />(2 2x67-8R <br />3 <br />7-BR <br />3 <br />2x4 <br />2x4 <br />2x4 <br />Zx4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />7-Bft <br />9-loft <br />5 <br />9-tOR <br />3 <br />(2) <br />9-tOR <br />2z4 <br />2z4 <br />2x4 <br />2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />2 2z4 <br />10 -12 ft <br />5 <br />10 - 12 R <br />4 <br />2x8 <br />2x8 <br />2z6 <br />2x6 <br />I 2x6 <br />I 2x6 <br />2x6 <br />10 -12 ft <br />2x4 <br />2x4 <br />2z4 <br />2x41 <br />2z4 <br />2 2x4 <br />2 2x4 <br />2 2z4 <br />2x <br />TYPICAL EXTERIOR WOOD FRAME <br />WALL CONSTRUCTION DETAIL <br />' SCALE: 3/4"=T-0" <br />�— NAIL STUDS — <br />TOGETHER Wt <br />12d 0 17'O.C. <br />PLYWOOD SHE�KTHING,- <br />SEE"ROOF/WAf, FLOOI <br />SHEATHING FASTENER <br />SCHEDULE" <br />C2-H-Y-L - <br />EXTERIOR MASONRY / WOOD <br />%iCONNE�t%%TIONS <br />SCA :112"=T-0" <br />1/7' DIA SIMPSON <br />TITEN BOLTS 5" MINIMUM <br />EMBEDMENT INTO GROUTED <br />CELL, 4" FROM ENDS AND <br />16" O/C, VERTICALLY MAX <br />16' MAX. <br />PROVIDE (3) STUDS 0 <br />CORNERS LAP TOP <br />PLATE MEMBERS <br />16" MAX. <br />D / <br />PROVIDE (3) STUDS 0 J <br />CORNERS LAP TOP <br />PLATE MEMBERS NAIL STUDS--6 <br />TOGETHER W/ <br />12d 0 12' O.C. <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR SHEATHING <br />FASTENER SCHEDULE" <br />C3 <br />-�� A (1) 2x TO BLOCK ON 2x4 WALL PLACE 30# ROOF FELT <br />(2) 2x TO BLOCK ON 2x6 8 2x8 WALL BEHIND VERT. STUDS SO AS <br />TO SEPARATE WOOD AND <br />MASONRY/ CONCRETE(TYP.) <br />0 <br />1 N. RONALD REAGAN EllLONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />grr <br />o <br />O <br />R <br />Lit <br />_J <br />atMDIV. ae LOT <br />ABBOTT PARK <br />LOT #23 <br />BLK. #ll <br />PROJECT* <br />04181.000-23112 <br />MODEL <br />3EEB <br />"2260-ELSTON" <br />GARAGE 8111R1JO: <br />LEFT <br />PAGE: <br />DETAILS <br />160 lQH E C <br />112 <br />nwTE. 4/06/21 <br />9CALX- 1/4"=V-0" <br />:SHEET <br />S4.1A <br />