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DBL. TOP PLATE <br />CONT. (3) 202 HEADER PROVIDE <br />1/2' PLYWOOD FILLER(S). NAIL DBL. TOP PLATE <br />LAP TOP PLATE A MIN, OF 48" a ALL TOGETHER W/ 16d CONT. <br />AND NAIL W/ 16d COMMON 2z HEADER SEE PLAN FOR SI2E COMMON NAILS, 2-ROWS, 6' <br />NAILS, 2-ROWS, 4" O.C. STM. AND QUANTITY PROVIDE 1x 2x6 BLOCKING FOR SHUTTER O.0 <br />LAP TO OCCUR OVER STUD WOOD OR 1/2" PLYWOOD INSTALLATION, PROVIDE 1/2" �- <br />FILLER(S). NAIL ALL TOGETHER PLYWOOD FILLR(S). NAIL w 4 0 <br />W/ 16d COMMON NAILS, W ALL TOGETHER W/ 16d <br />�1 2-ROWS, 8' O.C. y COMMON NAILS, 2-ROWS, 6" <br /><� O.0 <br />un <br />SHORT 2x STUDS <br />BETWEEN HEADER ABOVE AND <br />FRAMING DIRECTLY ABOVE (1) 2x6 FLAT TOE NAILED TO <br />3/4" DIA. x 8' MIN. EXPANSION WINDOW <br />SOLT W/ 3x3 OVERSIZED JACK STUD 2z NAILED INTO <br />WASHERS PLACED 16" O.C. 4" INSIDE AND OUTSIDE PLY OF <br />MIN. CONC. EMBEDMENT SECTION ha4 FILLER BELOW W/ 16d <br />� COMMON NAILS, 6. O.C. <br />SHORT 2x STUDS <br />BENEATH WINDOWSILLS 2x6 BLOCKING FOR SHUTTER <br />INSTALLATION. PROVIDE 1!I <br />PLYWOOD FILLER(S). NAIL (5) 2z STUDS IN CORNER. NAIL <br />2x MID -HEIGHT BLOCKING ALL TOGETHER W/ 16d THE (3) CORNER STUDS <br />AND ANY PLYWOOD! g COMMON NAILS, 2-ROWS, 6" TOGETHER W/ 16d NAILS, T <br />W! (2) 16tl TOE -NAILS, EACH 2x HEADER SEE PLAN FOR O.C. W O.C. <br />END � � SIZE AND QUANITY <br />PROVIDE ix WOOD FILLR(S). <br />NAILS ALL TOGETHER W/ 16d SINGLE BTM. PT PLATE <br />COMMON NAILS, 2-ROWS, 6' <br />USP RT16A W/ 10d x 1 1/2" O.C. <br />GALV. COMMON NAILS, FILL USP SPTH4 OR SPTHB OR TTOM LAP TOP PLATES <br />AT CORNER, <br />ALL HOLES 4'-0" MIN. TOP PLATE SPLICE STUD PLATE TIDE Wl "d x TYPICAL SPACING E <br />FL#17238 <br />AND NAIL W/ 760 COMMON 1 1/2° (A E COMMON m <br />ON PLANS <br />NAILS, 2-ROWS, 4�0.C.� NAILS (AT EACH STUD) FILL <br />3" LONG NAILEVERY S FL#17DO 2 USE T <br />I <br />NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS <br />HEADER SIZE EACH END OF HEADER <br />SPAN (2) 2x6 (3) 2x6 (2) 2x8 (3) 2x8 (2) 2x10 (3) 2x10 (2) 2x12 (3) 2z12 8T(D 8PfG/18sw0.0. 811D8?AOg021'0.0. <br />=1M — <br />BTM. MEMBER OF TOP 0411 2 2x4 2 2z4 2 2x4 (3)2x4 (3 2x4 AN KINGS SPAN KINGS <br />PLATE SPLICE MUST LSTA78 W/ 10dx3' OALV. COMMON () 2x6 (2) 2x6 (2 2x8 (2) 2x8 (2) 2x8 (2) 2x6 3)2x8 0 - 2 ft 1 0 - 2 ft 1 <br />OCCUR OVER STUD. NAILS, (8) EACH END TOTAL OF 14 2x MID -HEIGHT BLOCKING 2xq 2y,4 2 y�q 2 2x4 2 2xq —(3TM- x <br />r4 NAILS. APPLIED TO INSIDE FACE AND ANY PLYWOOD SEAMS 3-4ft x (2) x ( )2x 2) 3-4ft 2 3-4ft 2 <br />�� <br />TYP. ONLY FL#17244 (1) 2x FLAT TOE NAILED TO W/ (2) 18d NAILS EACH END <br />JACK STUDS 5 6ft 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 2 2z4 5-oft 3 5 - 8ft 2 <br />2x6 2x6 2x6 2x8 2x6 (2) 2x6 (2 2x6 2) 2x6 7 - 8 ft 3 7 - 8ft 3 <br />7-aft 2x4 2z4 2x4 2x4 3,4 _2* 2 2x4 2 2x4 <br />EE SCHED x 9-loft 5 9-loft 3 <br />x OR #STUDS m 2z4 2z4 2z4 2x4 2 2x4 2 2x4 2 2z4 2 2z4 10 - 12 ft 5 10 -12 ft 4 <br />Q NDER 9-10M1 c� x Zxt$EADER < <br />to-lzn zxa zxa zxa zxa 2x4 z 2z4 2 2xa 2 zza <br />SEE SCHED 2x6 2x6 2.5 2)H2x6 2x6 2x6 2x8 <br />FOR # FULL <br />HEIGHT <br />2x STUDS TYPICAL EXTERIOR WOOD FRAME <br />%1 <br />4 X IN WALL CONSTRUCTION DETAIL <br />3X3 OVERSIZED WASHERS PLACED 4" I SCALE: 3/4"=1'-0' <br />TYP. TYP. 32° O/C 6" MIN CONC.EMBED. TYP. „ 32 ^MAX ^ <br />16' MAX. <br />16" MAX. <br />PROVIDE (3) STUDS 0 —NAIL STUDS —NAIL STUDS — PROVIDE (3) STUDS <br />CORNERS LAPTOP TOGETHER W/ TOGETHER W/ CORNERS LAP TOP <br />PLATE MEMBERS 12d ® 17 O.C. 12d 0 17 O.C. PLATE MEMBERS <br />PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS PLYWOOD SHEATHING, <br />'ROOF/WALUFLOOR SHEATHING CORNERS LAPTOP SEE 'ROOF/WALUFLOOR <br />FASTENER SCHEDULE" PLATE MEMBERS SHEATHING FASTENER <br />SCHEDULE- *— <br />PLYWOOD SHEATHING, SEE <br />'ROOF/WALUFLOOR SHEATHING <br />FASTENER SCHEDULE' <br />C2 D <br />16' MAX. <br />Cl <br />EXTERIOR MASONRY / WOOD <br />PRCOIRNERS DE <br />CONNECTIONS <br />LAPTOP <br />PLATE MEMBERS <br />PLACE 30# ROOF FELT BEHIND <br />SCALE: 1 112=1'-11 <br />VERT. STUDS SO AS TO <br />NAIL STUDS —� <br />SEPARATE WOOD AND <br />TOGETHER W/ <br />MASONRY/ CONCRETE (TYP.) <br />12d 0 17 O.C. <br />1/2' DIA. USP GALV. PFM BREW <br />112" OIA. USP GALV. PFM <br />ANCHOR 5" MINIMUM <br />BREW ANCHOR 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, 8' FROM ENDS AND <br />FASTENER SCHEDULE' C3 <br />16' 0/C, VERTICALLY MAX <br />16" O/C, VERTICALLY MAX <br />NAIL STUDS <br />TOGETHER W/ <br />12d a 12" O.C. <br />SHEATHING ON <br />B INTERIOR <br />EXTERIOR OF A <br />WOOD WALL (1) 2x TO BLOCK ON 2x4 WALL PLACE 30# ROOF FELT <br />(1) IK4d (2) 2x TO BLOCK ON 2x662x8 WALL BEHIND VERT. STUDS SO AS <br />Th-PARATF WMfI._. __ _. __.. _.. _...... G� <br />1441 N. RONALD REAOAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407.774.4078 <br />www.ebdeslgrlgToup.com <br />AA #: 0003325 <br />I <br />it. <br />aysn:v. ae Loa^: <br />ABBOTT PARK <br />LOT #30 <br />BLK. #8 <br />P1�OJCT <br />041 S.00 -3 8 <br />MODMi.: <br />3EEB <br />"2260—ELSTON" <br />0AieAoa DWngG: <br />RIGHT <br />PAOs: <br />DETAILS <br />160 MPH EXP. C <br />IJ' <br />FIPIWgT <br />11/28/19asCALE1/4"=1'-0" <br />B*EC= <br />S4.1A <br />