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6� <br />LAPTOP PLATE A MIN. OF 49' <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 1x <br />LAP TO OCCUR OVER STUD <br />WOOD OR 1/2" PLYWOOD <br />z <br />FILLER(S). NAIL ALL TOGETHER <br />u <br />W/ 1Sd COMMON NAILS, <br />2-ROWS, 6" O.C. <br />SHORT 2x STUDS <br />BETWEEN HEADER ABOVE AND <br />® <br />FRAMING DIRECTLY ABOVE <br />3/4" DIA. x S" MIN. EXPANSION <br />BOLT W/ 30 OVERSIZED <br />WINDOW <br />WASHERS PLACED 16' O.C. 4" <br />MIN. CONC. EMBEDMENT <br />SECTION A -A <br />SILL AHEADER MO <br />I I <br />• SHORT 2x STUDS <br />BENEATH WINDOW SILLS <br />2x MID -HEIGHT BLOCKING � �j <br />AND ANY PLYWOOD SEAMS 3 <br />W/ (2)16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR <br />END 6 SIZE AND QUANITY <br />PROVIDE Ix WOOD FILLER(S). <br />NAILS ALL TOGETHER W/ 16d <br />COMMON NAILS, 2-ROWS, 6' <br />SIMPSON H1 DA W/ 10d x 1 12" bEdO.C. <br />GALV. COMMON NAILS, FILL SIMPSON SPH4 OR SPH6 <br />ALL HOLES OR SPH8 TOP & BOTTOM <br />6d" MIN. TOP PLATE SPLICE STUD PLATE TIES t x 1 <br />AND NAIL W/ 16tl COMMON 1/2" GALV. COMMONN NAILS <br />NAILS, 2-ROWS, C. (AT EACH STUD) FILL <br />EVERY HOLE. DO NOT USE- <br />S" LONG NAILS <br />to <br />BTM. MEMBER OF TOP —J <br />LG I PLATE SPLICE MUST LSTA18 W/ lod)a. GALV. COMMON <br />OCCUR OVER STUD. NAILS, (7) EACH END TOTAL OF 14 <br />4" NAILS. APPLIED TO INSIDE FACE (1) 2x FLAT TOE NAILED TO <br />J� TYP. ONLY FL#17244 JACK STUDS <br />U_EECHED <br />STUDS <br />RER <br />CHED FULL <br />HT <br />UDS <br />11 4" /O 4" 3X3 OVERSIZED WASHERS PLACED 4" <br />TYP. TYP. 32"O/C6" MIN CONC.EMBED. TYP. <br />16" MAX. <br />DBL. TOP PLATE <br />CONT. (3) 2x12 HEADER PROVIDE <br />1/2" PLYWOOD FILLER(S). NAIL DBL. TOP PLATE <br />ALL TOGETHER W/ 16d CONT. <br />COMMON NAILS, 2-ROWS, 6' — — <br />2.6 BLOCKING FOR SHUTTER O.0 N <br />INSTALLATION. PROVIDE 112' R <br />PLYWOOD FILLER(S), NAIL <br />ALL TOGETHER W/ 16d <br />COMMON NAILS, 2-ROWS, 6' <br />O.G — — <br />(1) 2.6 FLAT TOE NAILED TO <br />JACK STUD 2x NAILED INTO <br />INSIDE AND OUTSIDE PLY OF <br />FILLER BELOW W/ 16d <br />COMMON NAILS, 6" O.C. <br />2x6 BLOCKING FOR SHUTTER <br />INSTALLATION. PROVIDE 11'Z' <br />PLYWOOD FILLER(S). NAIL <br />ALL TOGETHER W/ 16d <br />COMMON NAILS, 2-ROWS, 6" <br />O.0 V/ <br />SINGLE BTM. PT PLATE <br />LAP TOP PLATES <br />AT CORNER, <br />2x MID -HEIGHT BLOCKING <br />AND ANY PLYWOOD SEAMS <br />W/ (2)16d NAILS EACH END <br />16' MAX. <br />(5) 2x STUDS IN CORNER. NAIL <br />THE (3) 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 />NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE <br />I 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)2x8 <br />(2)2x10 <br />(3)2x10 <br />(2)2xl2 <br />(3)2xl2 <br />81(A BPACWp018'O.I <br />STUD SPACNe2!'0.0. <br />0 - 2 R <br />a <br />0 <br />Z <br />rn <br />Y <br />< <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />() 2x4 <br />(3) 2(4 <br />SPAN <br />KINGS <br />SPAN <br />KINGS <br />2x6 <br />() <br />2) 2x6 <br />() 2x6 <br />(2) 2x6 <br />(2) 2x6 <br />(2) 6 <br />(3)2.6 <br />3 - 4 R <br />0-2ft <br />3-4ft <br />1 <br />2 <br />0-2ft <br />3-4ft <br />1 <br />2 <br />2(4 <br />2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />( ) 2x4 <br />() 2x4 <br />2x8 <br />(2)2x6 <br />(2)2x6 <br />()S <br />(2)2z6 <br />(2 <br />5-611 <br />2(4 <br />2x4 <br />20 <br />(2)2.4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />(2)2.4 <br />5-6ft <br />3 <br />5-6ft <br />2 <br />2x <br />(2) 2x6 <br />(2) 24 <br />) 216 <br />7- 8 ft <br />3 <br />7- 8 ft <br />3 <br />2x4 <br />2x4 <br />2(4 <br />2x4 <br />2 2x4 <br />2 2(4 <br />2 2)c4 <br />2 2x4 <br />7-8tt <br />9-loft <br />5 <br />9-loft <br />3 <br />12) <br />9 - tO fl <br />2x4 <br />2x4 <br />2x4 <br />2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />2 Z14 <br />10 -12 It5 <br />1 10 - 12 ft <br />1 4 <br />2x6 <br />2x6 <br />2x6 <br />2x6 <br />10 -12 It214 <br />2x4 <br />2x4 <br />2x4 <br />2(4 <br />2 2x4 <br />2 2x4 <br />2 -4 <br />2x <br />TYPICAL EXTERIOR WOOD FRAME <br />WALL CONSTRUCTION DETAIL <br />I SCALE: 3/4"=1'-0" <br />PROVIDE (3) STUDS 0 <br />NAIL STUDS <br />-NAIL STUDS — <br />CORNERS LAP TOP <br />TOGETHER W/ <br />TOGETHER W/ <br />PLATE MEMBERS <br />12d 0 17O.C. <br />12d ® 17' O.C. <br />PLYWOOD SHEATHING, SEE <br />PROVIDE (3) STUDS 0 <br />PLYWOOD SHEATHING, <br />"ROOFM/ALUFLOOR SHEATHING <br />CORNERS LAP TOP <br />SEE "ROOF/WALUFLOOR <br />FASTENER SCHEDULE" <br />PLATE MEMBERS <br />SHEATHING FASTENER <br />SCHEDULE" <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALUFLOOR SHEATHING <br />FASTENER SCHEDULE" <br />C2 <br />D <br />16' MAX. <br />PROVIDE (3) STUDS 0 <br />CORNERS LAP TOP <br />PLATE MEMBERS <br />16'MAX. <br />C 1 <br />PROVIDE (3) STUDS 0 <br />EXTERIORMASONRY / WOOD <br />CORNERS LAP TOP <br />PLATE MEMBERS <br />PLACE 300 ROOF FELT BEHIND <br />VERT. STUDS $O AS TO <br />NAIL STUDS <br />SEPARATE WOOD AND <br />TOGETHER W/ <br />MASONRY/ CONCRETE (TYP.) <br />12d 0 17 O.C. <br />1/2" DIA SIMPSON TITEN <br />BOLTS 5" MINIMUM <br />12" DIA. SIMPSON <br />TITEN BOLTS 5" MINIMUM <br />PLYWOOD SHEATHING, SEE —� <br />EMBEDMENT INTO GROUTED <br />EMBEDMENT ToGROUTED <br />F] <br />"ROOF/WALUFLOOR SHEATHING <br />CELL, 6" FROM ENDS AND <br />CELL, 4" FROM ENDS AND <br />FASTENER SCHEDULE" <br />16' OIC, VERTICALLY MAX <br />16, O/C, VERTICALLY MAX <br />CO <br />li0 <br />NAIL STUDS <br />TOGETHER W/ <br />12d 0 12"0.C. <br />SHEATHING ON <br />INTERIOR OR <br />A <br />B <br />EXTERIOR OF <br />WOOD WALL <br />(1) b TO BLOCK ON 2x4 WALL J <br />L PLACE 300 ROOF FELT <br />(1) <br />(2) 2x TO BLOCK ON 2x6 & 2x8 WALL <br />BEHIND VERT. STUDS $O AS <br />(2) 2x TO BLOCK ON 26 & 2x8 WALL <br />TO SEPARATE WOOD AND <br />MASONRY/ CONCRETE(TYP.) <br />JUN <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />m <br />n <br />O <br />�rr <br />will, <br />all <br />aIUBDIV. de L40T: <br />ABBOTT PARK <br />LOT# 16 <br />BLK. 11 <br />PROJECT* <br />04181.000-16111 <br />MODEL• <br />3EEB <br />"2260-ELSTON" <br />GARAGE aIIING: <br />LEFT <br />PAGE: <br />DETAILS <br />60 MPH EXP. <br />R'NT 05/25/21 <br />DATE: <br />aCALM: 1/4"=1'-0" <br />SHEET <br />S4.1A <br />