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.q a>. <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O.C. BTM. <br />LAP TO OCCUR OVER STUD <br />3/4" DIA. x 8" MIN. EXPANSION <br />BOLT W/ 3x3 OVERSIZED <br />WASHERS PLACED 16" O.C. 4" <br />MIN. GONG. EMBEDMENT <br />2x HEADER SEE PLAN FOR SIZE <br />AND QUANTITY PROVIDE 1x Z <br />WOOD OR 1/7 PLYWOOD g <br />FILLER(S)NAIL ALL TOGETHER a <br />W/ 16d COMMON NAILS, w <br />2-ROWS, 6" O.C. N <br />SHORT 2x STUDS <br />BETWEEN HEADER ABOVE AND lk <br />FRAMING DIRECTLY ABOVE <br />WINDOW <br />I <br />rs] SHORT 2x STUDS <br />BENEATH WINDOWSILLS <br />2x MID -HEIGHT BLOCKING <br />AND ANY PLYWOOD SEAMS <br />W/ (2) 16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR <br />END a SIZE AND QUANITY <br />PROVIDE I WOOD FILLER(S). <br />Q NAILS ALL TOGETHER W/ i6d <br />COMMON NAILS, 2-ROWS, 6" <br />USP RT16A W/ 10d x 1 112" O.C. <br />GALV. COMMON NAILS, FILL USP SPTH6 TOP 8 <br />ALL HOLES BOTTOM STUD PLATE <br />FL#17236 V-0" MIN. TOP PLATE SPLICE TIES W/ I Od x 1 1/2" GALV. <br />AND NAIL W/ 16d COMMON COMMON NAILS FILL EVERY <br />NAILS, 2-ROWS, 4" O.C. HOLE. DO NOT USE 3" LONG <br />yM [a NAILS FL#17244 <br />a <br />r <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 />2x6 BLOCKING FOR SHUTTER O.0 <br />INSTALLATION. PROVIDE 1/2" N o N o <br />PLYWOOD FILLER(S). NAIL cp <br />ALL TOGETHER W/ 16d - <br />COMMON NAILS, 2-ROWS, 6' <br />O.0 <br />2s17s 200's <br />(1) 2x6 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 1/2' <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 PATES <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) 2x STUDS IN CORNER. NAIL <br />THE (3) CORNER STUDS <br />TOGETHER W/ 16d NAILS, 3" <br />O.C. <br />I' I I I I III I I NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS <br />Li IU hull ��ull IIW�� II IU' HEADER SZE EACH END OF HEADER <br />SPAN (2)2x6 (3)2x6 (2)2z8 (3)2x8 (2)2x10 (3)2x10 (2)2x12 (3)2x12 SI`WVACNO®16'O.G STD SPACNG®2t' O.0 <br />BTM. MEMBER OF TOP 0 2 ft 2 2x4 2 2x4 2 2z4 (3) 2z4 3) 2z4 SPAN KINGS SPAN KINGS <br />Lill PLATE SPLICE MUST LSTA72 W/ 1063" GALV. COMMON N 2x6 (2) 2x6 (2)2.6 (2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6 (3) 2x6 0 - 2 R 1 0 - 2 fl 1 <br />OCCUR OVER STUD. NAILS, (5) EACH END TOTAL OF 10 2x MID -HEIGHT BLOCKING 3 - 4 ft 2x4 2z4 2 2x4 2 2z4 2 2x4 (3) 2x4 (3) 2x4 <br />4" NAILS. APPLIED TO INSIDE FACE AND ANY PLYWOOD SEAMS a 2x6 2x6 2x6 (2) 2z6 (2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6 3 -4 fl 2 3 - 4 fl 2 <br />i) 2x FLAT TOE NAILED TO <br />TYP. ONLY FL#172- ( W/ (2)16d NAILS EACH END <br />JACK STUDS 5 - 6 R ¢ 2z4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 2 2x4 5 - 6fl 3 5 - 6fl 2 <br />O 2.6 2x6 2x6 2x6 2z6 (2) 2x6 (2) 2x6 (2) 2x6 7 - 8 ft 3 7 - 811 3 <br />2x4 2x4 2x4 2x4 2 2z4 2 2x4 2 2x4 2 2x4 <br />7-8ft (2)2x6 9-tOR 5 9-tOfl 3 <br />EE SCHEDL w 2x6 2x6 2x6 2z6*2x62x6 2z6NDER �OR It TUDS9 - 10 R U 2z4 2za 2x4 2z4 2 2x4 2 2x4 10 - 12 ft 5 i0-12ftEADER 2x6 2x6 2x6 2z622x62x4 x4 2x4 2x4 2 2x4 2 2x4 <br />SEE SCHED 10 12ft 2x6 2x6 2x6 2. 2x6 2x6 <br />FOR # FULL <br />HEIGHT <br />.: 2x BTDD6 TYPICAL EXTERIOR WOOD FRAME <br />34^olAx8"MINEXP. oLTwii m r7'), WALL CONSTRUCTION DETAIL <br />4" 3X3 OVERSIZED WASHERS PLACED 4" 32, MAX I SCALE: 3/4"=1'-0" <br />TYP. TYP. P 4 32"O/C6"MIN GONG -EMBED. I". c menur_ <br />16" MAX. <br />16" MAX. <br />PROVIDE STUDS@ ��TOGSTUDS —NAIL STUDS <br />CORNERS <br />LAP TOP TOGETHER W/ TOGETHER W/ <br />PLATE MEMBERS 12d @ 6" O.C. 12d @ 6" O.C. <br />PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS @ <br />"ROOF/WALUFLOOR SHEATHING CORNERS LAPTOP <br />FASTENER SCHEDULE" PLATE MEMBERS 16" MAX. <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALUFLOOR SHEATHING <br />FASTENER SCHEDULE" <br />C2 D <br />Cl PROVIDE (3) STUDS @ <br />EXTERIOR MASONRY / WOOD CORNERS LAPTOP <br />2 CONNECTIONS PLATE MEMBERS <br />SCALE: 1 1/2"=1'-0" <br />NAIL STUDS <br />1/2" DIA. USP 725OSD TOGETHER W/ <br />BOLTS 5" MINIMUM 12d @ 6" O.C. <br />EMBEDMENT INTO GROUTED 1/2" DIA. USP 725OSD <br />CELL, 4" FROM ENDS AND BOLTS 5" MINIMUM PLYWOOD SHEATHING, SEE <br />16"O.C. VERTICALLY MAX EMBEDMENT INTO GROUTED "ROOFM/ALUFLOOR SHEATHING <br />CELL, 4" FROM ENDS AND FASTENER SCHEDULE" <br />/�O <br />NAIL STUDS 16" O.C. VERTICALLY MAX VJ <br />TOGETHER W/ <br />12d @ 12" O.C. <br />B A <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />wwwAbdesigngroup.mm <br />AA #: 0003326 <br />F <br />m <br />y <br />0 <br />h <br />O <br />F <br />OF <br />Y <br />SUBDIV. & Lo <br />SILVERADO <br />LOT 3 <br />BLK 11 <br />PROJECT* <br />04128.001-03111 <br />MODEL" <br />4EHB <br />"2605— HAYDEN" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B jf <br />DA� 08/16/18 <br />SCALE: 1/4"=1'-0" <br />BIKE= <br />S4.1A <br />