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6 <br />LAPTOP PLATE A MIN. OF 4&' <br />AND NAIL W/16d COMMON <br />2x HEADER SEE PLAN FOR SIZE <br />NAILS, 2-ROWS, 4" O.C. BTM. <br />0 <br />AND QUANTITY PROVIDE 1x <br />LAP TO OCCUR OVER STUD <br />WOOD OR 12" PLYWOOD <br />FILLER(S). NAIL ALL TOGETHER <br />W/ 16d COMMON NAILS, <br />b <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 8" MIN. EXPANSION <br />BOLT W/3X3 OVERSIZED <br />WINDOW <br />II „ <br />WASHERS PLACED 16" O.C. 4" <br />—r <br />MIN. CONC. EMBEDMENT <br />SECTION AA <br />SILL A HEADER FRAMING <br />I <br />® SHORT 2x STUDS <br />BENEATH WINDOW SILLS <br />2x MID -HEIGHT BLOCKING � <br />AND ANY PLYWOOD SEAMS <br />W/ (2) 16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR <br />END 6 SIZE AND QUANITY <br />PROVIDE tx 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 SPHB TOP &BOTTOM <br />4'.W MIN. TOP PLATE SPLICE STUD PLATE TIES W/ 10d x 1 <br />AND NAIL Wl 15d COMMON tl2" GALV. COMMON NAILS <br />NAILS, 2-ROWS, .C. 4aI (AT EACH STUD) FILL <br />EVERY HOLE. DO NOT USE - <br />3" LONG NAILS <br />I [-� <br />I <br />BTM. MEMBER OF TOP —J <br />14�H�.11 <br />PLATE SPLICE MUST <br />OCCUR OVER STUD. <br />LSTA18 W/ 10dx3" GALV. COMMON <br />NAILS, (7) EACH END TOTAL OF 14 <br />4" <br />NAILS. APPLIED TO INSIDE FACE <br />(1) 2. FLAT TOE NAILED TO <br />*�TYP. <br />ONLY FL#17244 <br />JACK STUDS <br />SEE SCHED <br />OR # STUDS <br />UNDER <br />6 <br />HEADER <br />SEE SCHED <br />FOR # FULL <br />HEIGHT <br />2x STUDS <br />4'DIAX B'MI E L / <br />4" <br />4" <br />3X3 OVERSIZED WASHERS PLACED 4" <br />TYP. <br />TYP. <br />3T O/C 6" MIN CONC.EMBED. TVP. <br />16" MAX. <br />DBL. TOP PLATE <br />CONT. (3) 2x12 HEADER PROVIDE <br />12' 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 12' 4 o <br />PLYWOOD FILLER(S). NAIL 'III ALL TOGETHER W/ 16d <br />COMMON NAILS, 2-ROWS, 6' — — — — <br />— — _ <br />O.0 — — <br />2zt78 200�g <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 12" <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 />(AT <br />TOP PLATES / <br />ORNER, <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/ t6d 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 />(3)2x6 <br />(2)2x8 <br />(3)2x8 <br />(2)Z00 <br />(3)2x10 <br />(2)2x12 <br />(3)2x12 <br />STUB SPAO@Ili 01rilt <br />STUDSPACM@ 0.Q <br />0-2ft <br />N <br />a <br />O <br />C)2X6 <br />N <br />Y <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />(3)2x4 <br />(3)2x4 <br />SPAN <br />KINGS <br />SPAN <br />KINGS <br />2x6 <br />fix. <br />(2) 2x6 <br />(2) 2,16 <br />(2) 2x6 <br />(2) 2x6 <br />(2) 2x6 <br />() 2x6 <br />3.4 ft <br />0-2ft <br />3- 4 ft <br />1 <br />2 <br />0-2ft <br />3 - 4 ft <br />1 <br />2 <br />214 <br />2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />(3) 2x4 <br />() 2x4 <br />2x6 <br />2x6 <br />2x6 <br />(2) 2x6 <br />(2) 2x6 <br />(2) 2x6 <br />(2) 2x6 <br />(2) 2x6 <br />5-6ft <br />2x4 <br />2x4 <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 />2X6 <br />2x6 <br />2x6 <br />2x6 <br />(2) 2x6 <br />(2) 2x6 <br />(2) <br />7 - 8ft <br />3 <br />7 - 8ft <br />3 <br />2x4 <br />2x4 <br />2x4 <br />2xM62K6 <br />2x4 <br />2 2x4 <br />2 2x4 <br />7-Bft <br />9-10ft <br />5 <br />9-10ft <br />3 <br />2x <br />2x6 <br />fi <br />2x6 <br />(2)2x6 <br />n <br />2x4 <br />2x4 <br />2x4 <br />2x2x4 <br />2 2x4 <br />2 2x4 <br />10 - 12 ft <br />5 <br />10 -12 ft <br />4 <br />x62x62x6x2x6 <br />2X6 <br />2x6 <br />2x4 <br />2x4 <br />2x4 <br />2x2x4 <br />2 2x4 <br />2 2x42x6 <br />6 <br />2z <br />2x6 <br />6 <br />TYPICAL EXTERIOR WOOD FRAME <br />WALL CONSTRUCTION DETAIL <br />SCALE: 3/4"=1'-0" <br />PROVIDE (3) STUDS @ V—NAIL STUDS <br />/—NAIL <br />STUDS —2' <br />\—PROVIDE (3) STUDS 0 <br />CORNERS LAP TOP TOGETHER W/ <br />TOGETHER W/ <br />CORNERS LAP TOP <br />PLATE MEMBERS 12d Q 12' O.C. <br />12d @ 17 O.C. <br />PLATE MEMBERS <br />PLYWOOD SHEATHING, SEE <br />PROVIDE (3) STUDS ® —1/ <br />PLYWOOD SHEATHING, <br />"ROOFNJALUFLOOR SHEATHING <br />CORNERS LAPTOP <br />SEE"ROOFANALUFLOOR <br />FASTENER SCHEDULE" <br />PLATE MEMBERS <br />SHEATHING FASTENER <br />16' MAX. <br />SCHEDULE" <br />PLYWOOD SHEATHING, SEE <br />"ROOFANALUFLOOR SHEATHING <br />FASTENER SCHEDULE" <br />C2 <br />D <br />Cl <br />EXTERIOR MASONRY / WOOD <br />PROVIDE (3) STUDS 0 <br />CONNECTIONS <br />CORNERSLAPTOP <br />PLATE MEMBERS <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 0 12' O.C. <br />12" DIA. SIMPSON TITEN <br />12" DIA. SIMPSON <br />BOLTS 5" MINIMUM <br />TITEN BOLTS 5" MINIMUM <br />PLYWOOD SHEATHING, SEE <br />EMBEDMENT INTO GROUTED <br />EMBEDMENT INTO GROUTED <br />"ROOFNVALUFLOOR SHEATHING <br />CELL, &' 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 />C3 <br />VJ <br />NAILSTUDS <br />TOGETHER W/ <br />12d Q 12" O.C. <br />• <br />SHEATHING ON <br />INTERIOR OR <br />A <br />B EXTERIOR OF <br />WOOD WALL <br />(1) 2x TO BLOCK ON 2x4 <br />WALL PLACE 30# ROOF FELT <br />( ) 2x O BL CK N 2x4 A L <br />(2) 2x TO BLOCK ON 2x6 <br />& 2x8 WALL BEHIND VERT. <br />STUDS SO AS <br />(2) 2. TO BLOCK ON 2x6 & 2x8 WALL <br />TO SEPARATE <br />WOOD AND <br />MASONRY] CONCRETE (TYR) ' <br />OCT <br />1441 N. RONAL.D RFAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />C <br />ao <br />O <br />csp <br />0 <br />A <br />OU33DIV & LOT <br />ABBOTT PARK <br />LOT #14 <br />BLK #13 <br />PHASE #4B <br />PROJECT* <br />04181.04B-14131 <br />IAODELA <br />3EFB <br />"2447—ROBIE" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />20 <br />DATE: 10/26/21 <br />SCALE:1/4" = 1'-0" <br />SHEET <br />IS4. IA <br />