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DBL. TOP PLATE <br />CONT. <br />LAPTOP PLATE A MIN. OF 48' <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 />2x6 BLOCKING FOR SHUTTER <br />LAP TO OCCUR OVER STUD <br />WOOD OR 112" PLYWOOD ;; <br />INSTALLATION. PROVIDE 12" <br />FILLER(S). NAIL ALL TOGETHER 6 <br />PLYWOOD FILLER(S). NAIL <br />W/ 16d COMMON NAILS, <br />ALL TOGETHER W/ 16d <br />2-ROWS, WOC, <br />COMMON NAILS, 2-ROWS, 6' <br />0.0 <br />SHORT 2. STUDS <br />BETWEEN HEADER ABOVE AND <br />® <br />FRAMING DIRECTLY ABOVE <br />(1) 2x6 FLAT TOE NAILED TO <br />DIA. x 8" MIN, EXPANSION <br />WINDOW <br />JACK STUD 2z NAILED INTO <br />BOLT W/ 30 OVERSIZED <br />JL <br />INSIDE AND OUTSIDE PLY OF <br />WASHERS PLACED 16" O.C. 4" <br />MIN. CONIC. EMBEDMENT <br />SECTION A <br />FILLER BELOW W/ <br />-A <br />COMMON NAILS, 6'' O. O.C. <br />® <br />SHORT 2x STUDS <br />BENEATH WINDOWSILLS <br />2x6 BLOCKING FOR SHUTTER <br />ON. <br />INSTALLATION. PROVIDE 12' <br />PLYWOOD NAIL <br />2x MID -HEIGHT BLOCKING <br />i <br />ALL TOGETHER W/ 16d <br />AND ANY PLYWOOD SEAMS <br />COMMON NAILS, 2-ROWS, 6" <br />W/ (2) 16d TOE-NALS, EACH <br />2X HEADER SEE PLAN FOR <br />O.C. <br />END <br />SIZE AND QUANITY <br />b <br />PROVIDE 1x WOOD FILLER(S). <br />Q <br />NAILS ALL TOGETHER W/ 16d <br />SINGLE BTM. PT PLATE <br />COMMON NAILS, 2-ROWS, 6" <br />SIMPSON H10A W/ 10dx 1 12' <br />6EC <br />KO.C. <br />GALV. COMMON NAILS, FILL <br />SIMPSON SPH4 OR SPH6 <br />ALL HOLES <br />OR SPH8 TOP & BOTTOM <br />NMIN. TOP PLATESPUCE STUD PLATE TIES W/lldx1 <br />AND NAIL W/ 1111 112" GALV. COMMON NAILS <br />NAILS, 2-ROWS, 4" O.C. (AT EACH STUD) FILL <br />EVERY HOLE. O NOT USE <br />3" LONG NAILS <br />/ <br />b <br />j <br />B I <br />BTM. MEMBER OF TOP —J <br />�iyRZ <br />JI <br />PLATE SPLICE MUST <br />OCCUR OVER STUD. <br />LSTA18 W/ 10dx3" GALV. COMMON <br />NAILS, (7) EACH END TOTAL OF 14 <br />2x MID -HEIGHT BLOCKING <br />4" <br />NAILS. APPLIED TO INSIDE FACE <br />(1) 2x FLAT TOE NAILED TO <br />AND ANY PLYWOOD SEAMS <br />TYP. <br />SEE SCHED <br />OR # STUDS <br />ONLY FL#17244 <br />JACK STUDS <br />W/ (2) 16d NAILS EACH END <br />NDER <br />s <br />b <br />HEADER <br />SEE SCHED <br />FOR # FULL <br />HEIGHT <br />2x STUDS <br />�O <br />DIA X 8" IN EXP. BOLT W/ <br />4" <br />TYP. <br />I}- <br />4" <br />TYP. <br />3X3 OVERSIZED WASHERS PLACED 4" <br />32" O/C 6" MIN CONC.EMBED. <br />32" MAX <br />16" MAX. , „ 16" MAX <br />(3) 2x12 HEADER PROVIDE DBL. TOP PLATE <br />1/2" PLYWOOD FILLER(S). NAIL <br />ALL TOGETHER W/ 16d CONT. <br />COMMON NAILS, 2-ROWS, 6' — <br />O.0 NI", <br />LAP TOP PLATES <br />AT CORNER, <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 <br />III•'1 <br />(4) 2x STUDS IN CORNER. NAIL <br />THE (31 CORNER STUDS <br />TOGETHER W/ 16d NAILS, 3" <br />O.C. <br />NUMBER 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)2z6 <br />(2)2x8 <br />(3)2zB <br />(2)2z10 <br />(3)2x10 <br />(2)2x12 <br />(3)2x12 <br />SND8P+1CU OWIX <br />9IIASP#=*2:0.0. <br />0 2ft <br />rn <br />a <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />(3)2X4 <br />(3)2X4 <br />NERM <br />11IMPLAN <br />SPAN <br />KINGS <br />SPAN <br />KINGS <br />2x6 <br />(2)2x6 <br />(2)2x6 <br />(2)2z6 <br />(2)2x6 <br />(2)2x6 <br />(2)216 <br />(3 2x8 <br />3-4ft <br />0-2ft <br />3-4ft <br />1 <br />2 <br />0-2R <br />3-4ft <br />i <br />2 <br />2x4 <br />2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />(3)2x4 <br />(3) 2X4 <br />2x6 <br />2X6 <br />2x8 <br />(2)2x6 <br />(2)2x6 <br />(2)2x6 <br />(2)2x8 <br />(2)2x6 <br />2x4 <br />2.4 <br />2X4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />5 - 6ft <br />3 <br />5-eft <br />2 <br />5 - 6ft <br />7-8R <br />O <br />m <br />2z6 <br />2x6 <br />2x6 <br />2x6 <br />2.6 <br />2) 2x8 <br />(2) 2x6 <br />(2) 2x6 <br />7 - 8 ft <br />3 <br />7 - 8 ft <br />3 <br />2x4 <br />2X4 <br />2x4 <br />2X4 <br />2 2x4 <br />2 2X4 <br />2 2z4 <br />2 2x4 <br />B-10R <br />5 <br />B-tOR <br />3 <br />24 <br />2x6 <br />2x6 <br />2x6 <br />216 <br />2x6 <br />24 <br />(2)2)6 <br />2X4 <br />2x4 <br />2x4 <br />2x4 <br />2 2x4 <br />2 2x4 <br />2 2z4 <br />2 2x4 <br />10- 12ft <br />5 <br />10- 12 ft <br />4 <br />2X62x62X8x8x6 <br />2x62X8 <br />EE <br />2X4 <br />2x4 <br />2.4 <br />2x4 <br />2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />2x6 <br />2X6 <br />2x6 <br />2.6 <br />1 2x6 <br />1 24 <br />2x6 <br />2x8 <br />TYPICAL EXTERIOR WOOD FRAME <br />WALL CONSTRUCTION DETAIL <br />1 SCALE: 3/4"=1'-0' <br />PROVIDE (3) STUDS @­' <br />"—NAIL STUDS / <br />NAIL STUDS— <br />CORNERS LAPTOP <br />TOGETHER W/ <br />TOGETHER W/ <br />PLATE MEMBERS <br />12d @ 12' O.C. <br />12d a 12' O.C. <br />PLYWOOD SHEATHING, SEE <br />PROVIDE (3) STUDS@ —J/// <br />PLYWOOD SHEATHING, <br />"ROOFAVALU LOOR SHEATHING <br />CORNERS LAPTOP <br />SEE "ROOF/WALL/FLOOR <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 />10" MAX. <br />Cl <br />EXTERIOR MASONRY/WOOD <br />PROVIDE (3) STUDS @ —� <br />CONNECTIONS <br />CORNERS LAPTOP <br />PLATE MEMBERS <br />PLACE 30# ROOF FELT BEHIND <br />2 <br />VERT, STUDS SO AS TO <br />NAIL STUDS <br />SEPARATE WOOD AND <br />TOGETHER W/ <br />MASONRY/ CONCRETE (TVP.) <br />121111Z' O.C. <br />12" DIA. SIMPSONTITEN <br />BOLTS 5" MINIMUM <br />1/2" DIA. SIMPSON <br />TITEN BOLTS 6" MINIMUM <br />PLYWOOD SHEATHING, SEE <br />EMBEDMENT INTO GROUTED <br />EMBEDMENT INTO GROUTED <br />FDj <br />"ROOF/WALUFLOOR SHEATHING <br />CELL, 6" FROM ENDS AND <br />CELL, 4" FROM ENDS AND <br />FASTENER SCHEDULE" <br />16" O/C, VERTICALLY MAX <br />10" O/C, VERTICALLY MAX <br />C3 <br />NAIL STUDS <br />TOGETHER W/ <br />12da12'O.C. <br />SHEATHING ON <br />INTERB <br />A <br />EXTERIOR OF <br />WOOD WALL <br />(1) 2x TO BLOCK ON 2x4 WALL PLACE 30# ROOF FELT <br />(1) 2x TO BLOCK ON 2x4 WALL <br />(2) 2x TO BLOCK ON 2x6 & 2x8 WALL BEHIND VERT- STUDS SOAS <br />(2) 2x TO BLOCK ON 2x6 & 2x8 WALL <br />TO SEPARATE WOOD AND <br />MASONRY/ CONCRETE(TYP.) <br />1441 N. RONALD REARAN BWD. <br />IONOW00D, FL 32750 <br />PH: 407-77"078 <br />FAX: 407-774.4078 <br />www.abdes4Mgroup.com <br />AA A: 0003325 <br />b <br />i1 <br />O <br />rr <br />auumv. as LOT. <br />ABBOTT PARE <br />LOT #23 BLK- #12 <br />PHASE: 4C <br />PROJECT* <br />04 .04C-2312 <br />MODMI 4 <br />3EEB <br />"2260-ELSTON" <br />GARAOM SWING: <br />RIGHT <br />PADS: <br />DETAILS <br />160 MPH E . C <br />DATE: 10/26/21 <br />SCALE: 1/4"=1'—O" <br />sHE= <br />S4.1A <br />