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2x HEADER SEE PLAN FOR SIZE <br />AND QUANTITY PROVIDE 1x Z <br />WOODOR I2' PLYWOOD < <br />FILLER(S). NAIL ALL TOGETHER a <br />W/ 16d COMMON NAILS, w <br />2-ROWS, 610.C. <br />SHORT 2x STUDS <br />BETWEEN HEADER ABOVE AND <br />FRAMING DIRECTLY ABOVE <br />WINDOW <br />SECTION AA <br />BILL-_ & HEMRFFW�_ <br />R SHORT 2x STUDS <br />ME BENEATH WINDOW SILLS <br />2x MID -HEIGHT BLOCKING - <br />AND ANY PLYWOOD SEAMS <br />W/ (2) 16d TOE -NAILS, EACH g 2x HEADER SEE PLAN FOR — <br />END a SIZE AND QUANITY <br />PROVIDE lx WOOD FILLER(S). <br />❑0 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 <br />ALL HOLES <br />4" <br />TYP. <br />a <br />v <br />LAPTOP PLATE A MIN. OF 46' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O.C. BTM. <br />LAP TO OCCUR OVER STUD <br />m� <br />3/4" DIA. x 8" MIN. EXPANSION <br />BOLT W! 3x3 OVERSIZED <br />WASHERS PLACED 16' O.C. 4" <br />MIN. CONIC. EMBEDMENT <br />NAILS. APPLIED TO INSIDE FACE <br />ONLY FL#17244 <br />16' MAX. <br />Rfi: ✓tyI_iiTi�I�1I�Y �fl <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 />6 BLOCKING FOR SHUTTER O.0 <br />2x+ N - <br />INSTALLATION. PROVIDE 12" <br />PLYWOOD FILLER(S). NAIL <br />ALL TOGETHER W/ 16d <br />COMMON NAILS, 2-ROWS, 6' — — — — — _ <br />O.0 <br />2x12'8 2c10'a 2xft <br />(1) 2x6 FLAT TOE NAILED TO <br />JACK STUD 2x NAILED INTO <br />INSIDE AND OUTSIDE PLY OF <br />FILLER BELOW W/ 16d 6 COMMON NAILS, ' 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 />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/ 16d NAILS, 3" <br />O.C. <br />(4) 2. 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)2x10 <br />(3)2x10 <br />(2)2x12 <br />(3)2xl2 <br />STIASPAGIS®1C0.C. <br />STU1SPAGNSeWo.C. <br />0 - 2 ft <br />? <br />C7 <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 />(2) 2x6 <br />(2) 2x6 <br />12) 2x6 <br />(2)2.6 <br />(2)2.6 <br />(2) 2x6F22X4 <br />3-4ft <br />2 ft <br />3-4ft <br />1 <br />2 <br />0- 2 ft <br />3-4ft <br />1 <br />2 <br />2x4 <br />2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />(3) 2x4 <br />(3) 2x40- <br />2x6 <br />2x6 <br />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)2.4 <br />5-6ft <br />3 <br />5-6ft <br />2 <br />2x6 <br />2x6 <br />2x6 <br />2x6 <br />2x6 <br />(2) 2x6 <br />(2) 2x67-8ft <br />3 <br />7-8ft <br />3 <br />x <br />2x4 <br />2x4 <br />2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />7-8ft <br />9-10@ <br />5 <br />9-10ft <br />3 <br />2x6 <br />2x6 <br />2xS <br />2x4 <br />2x4 <br />2x4 <br />2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />10- 12ft <br />5 <br />10-12 R <br />4 <br />2x6 <br />2x6 <br />2x6 <br />2x6 <br />2x6 <br />2x62x6 <br />10 -12 R <br />214 <br />214 <br />2x4 <br />2x4 <br />2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />2x6 <br />2x6 <br />2X6 <br />1 2X6 <br />1 2.6 <br />1 Zx6 <br />I ZK6 <br />I 2x6 <br />TYPICAL EXTERIOR WOOD FRAME <br />(_,_'�_WALL CONSTRUCTION DETAIL <br />1 SCALE: 3!4"=1'-0" <br />16" MAX. <br />I <br />PROVIDE (3) STUDS —NAIL STUDS <br />CORNERS LAP TOP TOGETHER W/ <br />_'M o' E'— <br />TOGETHER W/ <br />PLATE MEMBERS <br />12d @ 17' O.C. <br />12d 0 17O.C. <br />PLYWOOD SHEATHING, SEE <br />PROVIDE (3) STUDS 0 <br />PLYWOOD SHEATHING, <br />"ROOFNVALL/FLOOR SHEATHING <br />CORNERS LAP TOP <br />SEE "ROOFANALLIFLOOR <br />FASTENER SCHEDULE" <br />PLATE MEMBERS <br />SHEATHING FASTENER <br />SCHEDULE" <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALL/FLOOR SHEATHING <br />FASTENER SCHEDULE" <br />C2 <br />C1 EXTERIOR MASONRY / WOOD <br />CONNECTIONS <br />2 <br />PLACE 30# ROOF FELT BEHIND <br />SCALE: 1 12'=1'-11 <br />VERT. STUDS SO AS TO <br />SEPARATE WOOD AND <br />MASONRY/ CONCRETE(TYP.) <br />12" DIA SIMPSON TITEN <br />BOLTS 5" MINIMUM <br />EMBEDMENT INTO GROUTED <br />CELL, 6' FROM ENDS AND <br />16, OIC, VERTICALLY MAX <br />NAIL STUDS <br />TOGETHER W/ <br />12d @ 12, O.C. <br />SHEATHING ON <br />INTERIOR OR <br />B EXTERIOR OF <br />WOOD WALL <br />• (1)27OBLOCKON 2x, WALL <br />(2) 2x TO BLOCK ON 2x6 & 2x8 WALL <br />12' DIA. SIMPSON <br />TITEN BOLTS 5' MINIMUM <br />EMBEDMENT INTO GROUTED <br />CELL, V FROM ENDS AND <br />IS' O/C, VERTICALLY MAX <br />PROVIDE (3) STUDS Q <br />CORNERS LAP TOP <br />PLATE MEMBERS <br />16' MAX. <br />D <br />PROVIDE (3) STUDS 0 J <br />CORNERS LAP TOP <br />PLATE MEMBERS <br />NAIL STUDS <br />TOGETHER W/ <br />12d ® 170.C. <br />PLYWOOD SHEATHING, SEE <br />. ROOFNJALL/FLOOR SHEATHING <br />FASTENER SCHEDULE" <br />C3 <br />A <br />(1) 2x TO BLOCK ON 214 WALL PLACE 30# ROOF FELT <br />(2) 2x TO BLOCK ON 2x6 & 2,18 WALL BEHIND VERT. STUDS SO AS <br />TO SEPARATE WOOD AND <br />MASONRY/ CONCRETE(TYP.) <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />� <br />q <br />m <br />r <br />o <br />O <br />yd� <br />y <br />G <br />Q <br />ti <br />t/1 <br />W <br />O <br />If <br />SUHDIV ae MT: <br />ABBOTT PARK <br />LOT #29 <br />BLK #9 <br />PROJECT# <br />04181.000-29092 <br />MODEM.• <br />3EEB <br />"2260-ELSTON" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH E3 C <br />DATE: 04/06/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S4.IA <br />