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DBL TOP PLATE <br />CONT. <br />4Z <br />LAPTOP PLATE A MIN. OF 46' <br />AND NAIL Wl 16d COMMON <br />2x HEADER SEE PLAN FOR SIZE <br />NAILS, 2-ROWS, 4" O.C. BTM. 0 <br />AND QUANTITY PROVIDE 1x <br />2x6 BLOCKING FOR SHUTTER <br />LAP TO OCCUR OVER STUD <br />WOOD OR 1/2' PLYWOOD <br />INSTALLATION. PROVIDE 1/7' <br />FILLER(S). NAIL ALL TOGETHER <br />PLYWOOD FILLER(S). NAIL <br />W/ 16d COMMON NAILS, <br />ALL TOGETHER W/ 16d <br />b <br />2-ROWS, 6" O.C. <br />COMMON NAILS, 2-ROWS, 6' <br />O.0 <br />SHORT 2x STUDS <br />BETWEEN HEADER ABOVE AND lk <br />® <br />FRAMING DIRECTLY ABOVE <br />(1) 2x6 FLAT TOE NAILED TO <br />DIA. x 6' MIN. EXPANSION <br />WINDOW <br />JACK STUD 2x NAILED INTO <br />SOLT W/ <br />BOOVERSIZED <br />INSIDE AND OUTSIDE PLY OF <br />WASHERSS PLACED 16' O.C. 4" <br />P <br />MIN. CONC. EMBEDMENT <br />SECTION A <br />FILLER BELOW W/ 16d <br />-A <br />COMMON NAILS, 6' O.C. <br />® <br />SILL�AH �R FRAMING <br />SHORT 2x STUDS <br />BENEATH WINDOW SILLS <br />2c6 BLOCKING FOR SHUTTER <br />2x MID -HEIGHT BLOCKING b <br />AND ANY PLYWOOD SEAMS <br />W/ (2) 16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR <br />END y Z SIZE AND OUANITY <br />PROVIDE Ix WOOD FILLER(S). <br />NAILS ALL TOGETHER W/ 16d <br />COMMON NAILS, 2-ROWS, 6" <br />SIMPSON H10A W/ 10d x 1 12" O.C. <br />GALV. COMMON NAILS, FILL SIMPSON SPH4 OR SPH6 <br />ALL HOLES OR SPH8 TOP & BOTTOM <br />4'-0" MIN. TOP PLATE SPLICE STUD PLATE TIES Wl 10dX 1 <br />AND NAIL W! 16d COMMON 1/7' GALV. COMMON NAILS <br />NAILS, 2-ROWS, 4" O.C. (AT EACH STUD) FILL <br />EVERY HOLE. DO NOT USE <br />3" LONG NAILS <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' — —Inmecr <br />O.0 <br />2KI94 bft <br />INSTALLATION. PROVIDE 1/7' <br />PLYWOOD FILLER(S). NAIL <br />ALL TOGETHER W/ 16d <br />COMMON NAILS, 2-ROWS, 6' <br />O.C. <br />SINGLE BTM. PT PLATE <br />LAP TOP PLATES <br />AT CORNER, <br />B <br />BTM. MEMBER OF TOP —A <br />IL�H <br />JI PLATE SPLICE MUST LSTA18 Wl 10dx3" GALV, COMMON <br />OCCUR OVER STUD. NAILS, (7) EACH END TOTAL OF 14 <br />2( MID -HEIGHT BLOCKING <br />4" NAILS. APPLIED TO INSIDE FACE <br />(1) 2x FLAT TOE NAILED TO AND ANY PLYWOOD SEAMS <br />*TYP. <br />ONLY FL#17244 <br />JACK STUDS W1(2)16d NAILS EACH END <br />SEE SCHED <br />OR # STUDS <br />UNDER <br />b HEADER <br />SEE SCHED <br />FOR # FULL <br />EIGHT <br />2z STUDS <br />4" /O Z 4" <br />3X3 OVERSIZED WASHERS PLACED 4" <br />37' MAX. <br />TYP. TYP. <br />37' O/C 6" MIN CONC.EMBED. TYP. <br />rr coerwr_ <br />16" MAX. I 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 />NUMBER OF KING STUDS <br />EACH END OF HEADER <br />SPAN <br />HEADER SIZE <br />(2)2x6 <br />13)2x6 <br />(2)2x8 <br />(3)2x8 <br />(2)2x10 <br />(3)2x10 <br />(2)202 <br />(3)2xl2 <br />VWWACWot'0.0 <br />STIA8PACW@2CO.0 <br />0 - 2 ft <br />w <br />^J <br />a <br />C7 <br />a <br />Z2xS <br />y <br />O <br />¢ <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />(3) <br />(3) 2x4 <br />SPAN <br />KINGS <br />SPAN <br />KINGS <br />2x6 <br />() <br />( )2x <br />(2) 2x6 <br />(2) 2xS <br />(2)2x6 <br />(2)2x6 <br />(3) 2x6 <br />3.411 <br />0- 2 R <br />3-4R <br />1 <br />2 <br />0- 2 ft <br />3-4ft <br />1 <br />2 <br />214 <br />2x4 <br />(2) 2x4 <br />(2) 2x4 <br />2 2x4 <br />(3) 2x4 <br />(3 2X4 <br />2x6 <br />2x6 <br />(2)2x6 <br />(2)2x6 <br />(2)2x6 <br />(2)2x6 <br />(2) <br />5 - 6ft <br />'2x4 <br />1 <br />2c4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />2 2X4 <br />2 2x4 <br />5 - 6ft <br />3 <br />5 - 6ft <br />2 <br />2x6 <br />(2) <br />(2)2x6 <br />O2x6 <br />7-8ft <br />3 <br />7-8R <br />3 <br />2x4 <br />2X4 <br />2X4 <br />2x4 <br />2 2X4 <br />2 2x4 <br />2 2x4 <br />2 2X4 <br />7-SR <br />9-loft <br />5 <br />9-10R <br />3 <br />216 <br />2x6() <br />9-tOft <br />214 <br />2x4 <br />2x4 <br />2.4 <br />2x <br />2 4 <br />2x <br />2 4 <br />2 2x4 <br />2 2x4 <br />10 - 12 R <br />5 <br />10 <br />2x6 <br />2x6 <br />2X6 <br />2x8 <br />2m <br />2x6 <br />2x6 <br />10 - 12 ft <br />20 <br />2x4 <br />2X4 <br />2.4 <br />214 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />2x6 <br />TYPICAL EXTERIOR WOOD FRAME <br />r WALL CONSTRUCTION DETAIL <br />SCALE: 3/4"=1'-0" <br />16' MAX. <br />PROVIDE (3) STUDS Q ""—NAIL STUDS NAIL STUDS — \--PROVIDE (3) STUDS 0 <br />CORNERS LAP TOP TOGETHER W/ TOGETHER W/ CORNERS LAPTOP <br />PLATE MEMBERS 12d 0 17 O.C. 12d @ 12, O.G. PLATE MEMBERS <br />PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS 0; PLYWOOD SHEATHBJG, <br />"ROOF/WALL/FLOOR SHEATHING CORNERS LAP TOP SEE "ROOF/WALUFLOOR <br />FASTENER SCHEDULE" PLATE MEMBERS SHEATHING FASTENER 16'MAX, <br />PLYWOOD SHEATHING, SEE SCHEDULE" <br />"ROOFMALUFLOOR SHEATHING <br />FASTENER SCHEDULE" <br />C2 D <br />ClTUDS <br />EXTERIOR MASONRY / WOOD <br />PR <br />ROVIDE <br />CONNECTIONS <br />CORNER3 LAP <br />PLATEMEMBERS <br />PLACE 30# ROOF FELT BEHIND <br />SCALE: 1 12"=1'-0" <br />VERT, STUDS SO AS TO <br />NAIL STUDS <br />SEPARATE WOOD AND <br />TOGETHER W/ <br />MASONRY/ CONCRETE (TYP.) <br />12d @ 17' O.C. <br />1/7' DIA. SIMPSON TITEN <br />BOLTS 6' MINIMUM <br />1/7' DIA SIMPSON <br />SO TITEN LTS 5" MINIMUM <br />PLYWOOD SHEATHING, SEE —� <br />EMBEDMENT INTO GROUTED <br />EMBEDMENT INTO GROUTED <br />"ROOF/WALL/FLOOR SHEATHING <br />CELL, 6" FROM ENDS AND <br />CELL, 4" FROM ENDS AND <br />FASTENER SCHEDULE" <br />16' O/C'VERTICALLY MAX <br />16" O/C, VERTICALLY MAX <br />CQ <br />J <br />NAIL STUDS <br />TOGETHER W/ <br />l2d G 17'O.C. <br />SHEATHING ON <br />�)(I I <br />INTERIOR OR <br />�/ v �J <br />V)n <br />I A <br />B EXTERIOR OF <br />WOOD WALL <br />(1) 2x TO BLOCK ON 2x4 WALL PLACE 30# ROOF FELT <br />12) 2x TO BLOCK ON 2x6 & 2x8 WALL BEHIND VERT, STUDS SO AS <br />(2) 2x TO BLOCK ON 2x6 & 2X8 WALL <br />TO SEPARATE WOOD AND <br />MASONRY/ CONCRETE (TYP.) <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32760 <br />PH: 407-774,6078 <br />FAX: 407-7744078 <br />www,abdealgngroup.eom <br />AA #: 0003325 <br />g <br />� <br />b <br />ga <br />tlt <br />BUDDIV. & LOT, <br />ABBOTT PARK <br />LOT #27 <br />BLK. #9 <br />PROJECT* <br />04181.000-27091 <br />MODEU <br />3EEB <br />"2260-ELSTON" <br />GARAGE EMIMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH W. C <br />03 <br />A NO 937wl <br />PM/25/21 <br />DATE: <br />SCALE: 1/4"=1'—O" <br />8*== <br />S4.IA <br />