Laserfiche WebLink
4 <br />0- <br />LAP TOP PLATE A MIN. OF 48" <br />1- <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, P' O.C. BTM. <br />LAP TO OCCUR OVER STUD <br />s <br />3l4" DIA. x 6' MIN. EXPANSION <br />BOLT W/ 3x3 OVERSIZED <br />WASHERS PLACED 16' O.C. 4" <br />MIN, CONC. EMBEDMENT <br />2x HEADER SEE PLAN FOR SIZE <br />AND QUANTITY PROVIDE Ix <br />WOOD OR 1/7' PLYWOOD <br />FILLER(S). NAIL ALL TOGETHER <br />W/ 16d COMMON NAILS, <br />2-ROWS, 6,10C <br />SHORT 2( STUDS —� <br />BETWEEN HEADER ABOVE AND <br />FRAMING DIRECTLY ABOVE <br />WINDOW <br />SECTIONA-A <br />I � <br />SHORT 2x STUDS <br />BENEATH WINDOW SILLS <br />2x MID -HEIGHT BLOCKING ro <br />AND ANY PLYWOOD SEAMS <br />W/ (2) 16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR <br />END a> SIZE AND QUANITY <br />1- PROVIDE 1. WOOD FILLER(S). <br />0 NAILS ALL TOGETHER W/ 16d <br />COMMON NAILS, 2-ROWS, 6' <br />SIMPSON H10A W/ 10d x 1 1/7 O.C. <br />GALV. COMMON NAILS, FILL SIMPSON SPH4 OR SPH6 <br />ALL HOLES OR SPHB TOP 8 BOTTOM <br />4'-O' MIN. TOP PLATE SPLICE le STUD PLATE TIES w/ tod z t <br />AND NAIL W/ 16d COMMON 1R" 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 />DBL. TOP PLATE <br />CONT. <br />2x6 BLOCKING FOR SHUTTER <br />INSTALLATION. PROVIDE 1/7' <br />PLYWOOD FILLER(S). NAIL <br />ALL TOGETHER W/ 16d <br />COMMON NAILS, 2-ROWS, 6' <br />O.0 <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 />(3) 2.12 HEADER PROVIDE DBL. TOP PLATE <br />1/I' PLYWOOD FILLER(S). NAIL <br />ALL TOGETHER W/16d CONT. <br />COMMON NAILS, 2-ROWS, 6' — — <br />O.CN <br />N � 4 <br />21c12i 1s 21g' <br />2x6 BLOCKING FOR SHUTTER <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 />(AT <br />TOP PLATES <br />CORNER, <br />J <br />y (: BTM. MEMBER OF TOP —� <br />�1--HR.11 <br />PLATE SPLICE MUST LSTA18 W/ 10dx3' GALV. COMMON <br />OCCUR OVER STUD NAILS, (7) EACH END TOTAL OF 14 <br />NAILS. APPLIED TO INSIDE FACE <br />2x MID -HEIGHT BLOCKING <br />(1) 2x FLAT TOE NAILED TO AND ANY PLYWOOD SEAMS <br />*�4" <br />TYP. ONLY FLN17244 <br />EE SCHED <br />OR N STUDS <br />JACK STUDS W/ (2) 16d NAILS EACH END <br />NDER <br />FADER <br />m <br />SEE SCHED <br />OR N FULL <br />EIGHT <br />2z STUDS <br />4" 4" <br />7YP. NP. <br />I <br />3X3 OVERSIZED WASHERS PLACED 4" <br />3T O/C 6' MIN CONC.EMBED. TYP. <br />3T MAX. <br />„„,.,,.,, .- <br />(5) 2x STUDS IN CORNER. NAIL <br />THE (3) CORNER STUDS <br />TOGETHER W/ 16d NAILS, 3' <br />O.C. <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 />1 (3)2x6 <br />(2)2x8 <br />(3)2x8 <br />(2)N10 <br />13)2x10 <br />(2)2xl2 <br />(3)2x12 <br />BTIDBPMJKi01T0.0. <br />9TLDBPAOM02P0.C. <br />0-2R <br />¢ <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />(3) Z,4 <br />(3)2z4Wj <br />SPAN <br />KINGS <br />SPAN <br />KINGS <br />(2) <br />(2) <br />(1 <br />( 12x8 <br />(2) <br />3 - 4 R <br />5-6R <br />0-2R <br />3-4R <br />1 <br />2 <br />0-2R <br />3-4R <br />1 <br />2 <br />2x4 <br />2x4 <br />2 2x4 <br />2 2x4 <br />2 -4 <br />-(T)Mr2x6 <br />(2)2(6 <br />( )2x6 <br />(2) <br />2x4 <br />2z4 <br />2x4 <br />2 2x4 <br />2 2x4 <br />2 2x42x4 <br />5-6R <br />3 <br />5-6R <br />2 <br />F <br />% <br />(�)7-8R <br />3 <br />7-8R <br />3 <br />2x4 <br />214 <br />Z(4 <br />2x4 <br />2 2x4 <br />2 2x42x47-eR <br />9-10R <br />5 <br />11-1OR <br />3 <br />2x4 <br />2x4 <br />2x4 <br />2x4 <br />2 2x4 <br />2 2x42x4 <br />10-12R <br />5 <br />10-12It <br />4 <br />10 - 12R <br />2x4 <br />2x4 <br />2x4 <br />2x4 <br />2x4 <br />2 <br />2x4 <br />TYPICAL EXTERIOR WOOD FRAME <br />WALL CONSTRUCTION DETAIL <br />16'MAX, I # <br />16'MAX. 16, MAX. <br />PROVIDE (3) STUDS 0 <br />CORNERS LAP TOP <br />PLATE MEMBERS <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALUFLOOR SHEATHING <br />FASTENER SCHEDULE" <br />B <br />TOGETHER W/ <br />12da 17'0 <br />.C. <br />PROVIDE (3) STUDS Q <br />CORNERS LAP TOP <br />PLATE MEMBERS <br />C1 <br />PLACE 300 ROOF FELT BEHIND <br />VERT. STUDS SO AS TO <br />SEPARATE WOOD AND <br />MASONRY/ CONCRETE(TYP.) <br />17DIA SIMPSON TITEN <br />BOLTS 6' MINIMUM <br />EMBEDMENT INTO GROUTED <br />CELL, 6' FROM ENDS AND <br />16, OR:, VERTICALLY MAX <br />NAIL STUDS <br />TOGETHER W/ <br />12d Q 17' O.C. <br />(2) 2x TO BLOCK ON 2x6 S 2x8 WALL <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR SHEATHING <br />FASTENER SCHEDULE" <br />SHEATHING ON <br />INTERIOR OR <br />EXTERIOR OF <br />WOOD WALL <br />TOGETHER W/ <br />12d Q 17 O.C. <br />PLYWOOD SHEATHING,- <br />SEE"ROOFAVALUFLOOR <br />SHEATHING FASTENER <br />SCHEDULE" <br />C2 -— <br />EXTERIOR MASONRY / WOOD <br />2 CONNECTIONS <br />SCALE: 1 12"=1'-0" <br />12" DIA. SIMPSON <br />TITEN BOLTS 5" MINIMUM <br />EMBEDMENT INTO GROUTED <br />CELL, 4" FROM ENDS AND <br />16, O/C, VERTICALLY MAX <br />PROVIDE (3) STUDS Q <br />CORNERSLAPTOP <br />PLATE MEMBERS <br />16' MAX. <br />D <br />PROVIDE (3) STUDS 0 —J <br />CORNERS LAP TOP <br />PLATE MEMBERS NAIL STUDS--/6 <br />TOGETHER W/ <br />12d 0 170.C. <br />PLYWOOD SHEATHING, SEE -� <br />'ROOFNVALUFLOOR SHEATHING <br />FASTENER SCHEDULE" <br />C3 <br />A <br />(1) 2x TO BLOCK ON 20 WALLPLACE 300 ROOF FELT <br />12) 2x TO BLOCK ON 2x6 8 2x8 WALL BEHIND VERT. STUDS SO AS <br />TO SEPARATE WOOD AND <br />MASONRY/ CONCRETE(TYP.) <br />J."I N. RONALD REAGAN BLVD <br />LONGWOOD, FL32750 <br />PH: 407-774 1078 <br />FAX: 407-7744078 <br />www.abdosigngroup.00m <br />AA Y: 0003325 <br />r <br />Y <br />a <br />MGM a. Vc <br />ABBOTT PARK <br />LOT #27 <br />BLK. #11 <br />PROJMT# <br />04181.000-27111 <br />moDs1j <br />3EEB <br />"2260—ELSTON" <br />GARAa! BMWING: <br />RIGHT <br />PAO)i: <br />DETAILS <br />160 MPH EXP. C <br />