Laserfiche WebLink
y <br />LAP TOP PLATE A MIN. OF 48" <br />F- <br />- AND NAIL W/ 16d COMMON <br />2x HEADER SEE PLAN FOR SIZE <br />NAILS, 2-ROWS, V O.C. BTM. <br />Q <br />AND QUANTITY PROVIDE 1x <br />LAP TO OCCUR OVER STUD <br />Z <br />WOOD OR 1/2, PLYWOOD g <br />FILLER(S). NAIL ALL TOGETHER a <br />W/ 16d COMMON NAILS, W <br />1t <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 W MIN. EXPANSION <br />BOLT W/ 30 OVERSIZED <br />WINDOW <br />WASHERS PLACED 16' O.C. 4" <br />MIN. CONC. EMBEDMENT <br />SECTION A -A <br />8HW a4G I <br />• <br />SHORT 2x STUDS <br />BENEATH WINDOWSILLS <br />2x MID -HEIGHT BLOCKING <br />AND ANY PLYWOOD SEAMS <br />W/ (2)16d TOE -NAILS, EACH <br />2x HEADER SEE PLAN FOR <br />END <br />`y asy <br />SIZE AND QUANITY <br />F <br />PROVIDE Ix WOOD FILLER(S). <br />NAILS ALL TOGETHER W/ 16d <br />COMMON NAILS, 2-ROWS, 6' <br />SIMPSON H10A W/ 10d x 1 1/2' <br />O.C. <br />GAL. COMMON NAILS, FILL <br />SIMPSON SPH4 OR SPHS <br />ALL HOLES <br />OR SPH8 TOP & BOTTOM <br />4'-01 MIN. <br />TOP PLATE SPLICE STUD PLATE TIES W 11 Od x i <br />AND NAIL W/ 16d COMMON <br />1[ <br />1/2' GALV. COMMON NAILS <br />NAILS, <br />2-ROWS, <br />4" O.C. <br />(AT EACH STUD) FILL <br />(y� <br />EVERY HOLE. DO NOT USE- <br />J� <br />3" LONG NAILS <br />• ® ® I <br />6TM. MEMBER OF TOP —I <br />k! G I <br />PLATE SPLICE MUST <br />LSTA18 W/ 10dx3" GALV. COMMON <br />OCCUR OVER STUD. <br />NAILS, (7) EACH END TOTAL OF 14 <br />4" <br />NAILS. APPLIED TO INSIDE FACE (1) 2x FLAT TOE NAILED TO <br />*TYP. <br />ONLY FL#17244 JACK STUDS <br />EE SCHED <br />OR # STUDS <br />NDER <br />FADER <br />SEE SCHED <br />FOR # FULL <br />HEIGHT <br />2x STUDS <br />IA IN EXP. / <br />4" 1O <br />4" 3X3 OVERSIZED WASHERS PLACED 4" <br />TYP. <br />TVP. 32' O/C 6" MIN CONOEMBED. TYP. <br />16" MAX. <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.Cy <br />INSTALLATION. PROVIDE 1/7' <br />PLYWOOD FILLER(S). NAIL nt <br />ALL TOGETHER W/ 16d <br />COMMON NAILS, 2-ROWS, 6' <br />O.0 <br />2A2's 2c10'a <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 PLATES <br />AT CORNER, <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 />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)2x8 <br />1 (2)2x8k2)2 <br />(2)2x10 <br />(3)2x10 <br />(2)2xl2 <br />(3)2x12 <br />S=VACa18o1S0.C. <br />VWSPACWGQWo.C. <br />0-2ft <br />2 2x4 <br />2 2x4 <br />(3)Zx4 <br />SPAN <br />KINGS <br />SPAN <br />KINGS <br />(2) <br />(2) <br />(2) 2x6 <br />(2) 2x6 <br />(2) 6 <br />(3)0-2ft <br />3-4ft <br />5-6ft <br />3-4ft <br />1 <br />2 <br />0 - 2 ft <br />3-4ft <br />1 <br />2 <br />2x4 <br />2 2x4 <br />2 2X4 <br />3) 2x4 <br />(3) 2za <br />6 <br />()2x6 <br />2) 6 <br />(2 2x <br />()2x6 <br />12X4 <br />Zx4 <br />2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />5-6ft <br />3 <br />5-6ft <br />2 <br />7 - 8ft <br />N <br />q' <br />(2)2x6 <br />(2)2x6 <br />7-8ft <br />3 <br />7-8ft <br />3 <br />2 0 <br />2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />9- !Oft <br />5 <br />9-10ft <br />3 <br />(2) <br />9 -10 ft <br />2.4 <br />2x4 <br />2x4 <br />Zx4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />10 - 12 ft <br />5 <br />10 -12 ft <br />4 <br />Zx6 <br />2x6 <br />2x6 <br />10 -121 <br />2x4 <br />2x4 <br />2x4 <br />214 <br />2x4 <br />2 2x4 <br />2 2x4 <br />2 2x4 <br />TYPICAL EXTERIOR WOOD FRAME <br />WALL CONSTRUCTION DETAIL <br />I SCALE: 3l4"=1'-0" <br />16' MAX. <br />PROVIDE (3) STUDS ® ---- —NAIL STUDS / —NAIL STUDS — —PROVIDE (3) STUDS <br />CORNERS LAP TOP TOGETHER W/ —J TOGETHER W/ CORNERSLAPTOP <br />PLATE MEMBERS 12d 0 12' O.C. 12d 0 12' O.C. PLATE MEMBERS <br />PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS 0 PLYWOOD SHEATHING, <br />"ROOFNVALUFLOOR SHEATHING CORNERS LAP TOP SEE"ROOF/WALL/FLOOR <br />FASTENER SCHEDULE" PLATE MEMBERS SHEATHING FASTENER <br />SCHEDULE" *— <br />PLYWOOD SHEATHING, SEE <br />"ROOFANALLiFLOOR SHEATHING <br />FASTENER SCHEDULE" <br />15zl 19- <br />C2 D <br />16" MAX. <br />Cl <br />EXTERIOR MASONRY / WOOD <br />PROVIDE <br />CONNE TIONS <br />CORNERS LAP TOP <br />COLATE MEMBERS <br />PLATE MEMBERS <br />PLACE 30# ROOF FELT BEHIND <br />n <br />SCALE: 1 <br />VERT, STUDS SO AS TO <br />NAIL STUDS <br />SEPARATE WOOD AND <br />TOGETHER W/ <br />MASONRY/ CONCRETE (TYP.) <br />12d 0 1Z' O.C. <br />10 DIA. SIMPSON TIEN <br />BOLTS 5" MINIMUM <br />10 DIA SIMPSON <br />TITEN BOLTS 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, 4" FROM ENDS AND <br />FASTENER SCHEDULE" <br />le, O/C, VERTICALLY MAX <br />16' O/C, VERTICALLY MAX <br />C4 <br />JJ <br />NAIL STUDS <br />TOGETHER W/ <br />12d Q 12'O.C. I <br />• SHEATHING ON <br />I X I <br />INTERIOR OR <br />V V I A <br />Bm N J EXTERIOR OF <br />WOOD WALL <br />(1) 2x TO BLOCK ON Zx4 WALLPLACE 30# ROOF FELT <br />t=m 2x TO BLOCK <br />(2) 2x TO BLOCK ON 2x6 8 2x8 WALL BEHIND VERT. STUDS SO AS <br />- (2) 2x TO BLOCK ON 2x6 8 2x8 WALL <br />TO SEPARATE WOOD AND <br />MASONRY/ CONCRETE(TYP.) <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA A: 0003325 <br />9 <br />O <br />SU13DIV. as LOT: <br />ABBOTT PARK <br />LOT #32 <br />BLK #12 <br />PROJECT* <br />04181.000-32121 <br />MODEL. <br />3EEB <br />"2260-ELSTON" <br />OARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />