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PRE-ENGINEERED <br />TRUSS <br />4'-0' MIN. <br />Mrs-12 <br />1n6. OSB. <br />(2) 12d NAILS AT <br />2X4 <br />EA. STUD. <br />BTM. <br />PLATE <br />2X4 DBL. TOP PLATE <br />2X4 BTUD Ib' OL. <br />' <br />1/I6' 086. <br />1/2' A.B. W/ MIN. <br />I. EMBEDMENT <br />O LCATE W-8' FROM ENDS <br />AND 3Y OL. MAX, <br />ul <br />TEXTURED FINISH <br />MT9.12 <br />META-16 <br />32' OZ. MAX. 8' CFAI WALL <br />(2) 12d NAILS WITHIN 4' OF EA. <br />PRE-ENGINEERED <br />END 4 (2) 12d NAILS w 12' O.C. <br />TRUSS <br />MAX IN FIELD. <br />KNEE WALL DETAIL <br />STN.T$.CK <br />�1 IBUILT WALL DETAIL <br />1 <br />TO BLOCK <br />2 SCALE: Irz'.I'-O' <br />SECURE 2xb MIN. BLK <br />PRE-ENG TRUSSES W/ TRUSS <br />CONNECTOR VERIFY W/ <br />SPS • EA. STUD TOP 4 <br />BOTTOM <br />ANC <br />ANCHOR BOLT 9E1 <br />2' 2' E <br />WASHER SET <br />SING PLAN <br />PRE-ENG TRUSSES W/fR1S9 <br />IN SIMF"'OHl HIGHH 9TRENG <br />EPDXY 4' EMBED. <br />-- <br />2X4 SECURED TO <br />GABLE END <br />W/(2)12dsEA UPRIGHT <br />2X4 SECURED TO <br />GABLE ENG W/(2112d <br />O.C. <br />DOABLE TOP PLATE <br />CRIPPLE STUDS s I6- O.C. <br />MAX <br />• EA. JACK <br />SIMPSON 44 SIDES <br />STUD, BOTH SIDES OF <br />OPENING. <br />2x STUDS a Ib' O.C. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />WITHIN ' OF WINDOW DOOR <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />- HEADER <br />CONNECTOR UP TO �0M <br />UPLIFT <br />DOUBLE TOP PLATE <br />91MP90N M9TA-24 a EA. JACK <br />2xS STUDS a W OZ. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />WITHIN ' OF WINDOW/ DOOR <br />; <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />a EA <br />(2) E OF (2) OPENING <br />SIDE OF OPENING <br />SECURE 2x TO BLOCK <br />W/ (2) a' TAPCONS OR <br />DRIVE PIN <br />(MIN SHANK SIZE .145) <br />(MIN EMBED. ') <br />WITHIN B' OF EACH og <br />END AND IBM O.C.. MAX <br />��1�'' <br />i}' 0.98. SHEATHING OR <br />�' COX PLYWOOD <br />__.. <br />a _ <br />O' I7 <br />BEOI� 2x4 ON <br />FLAT TO BLK <br />W/ CUT NAILS. <br />� <br />_ L <br />-- <br />HEADER RT. PER <br />SPAN CHART. <br />n�c.aer <br />DOOR/ <br />WINDOW <br />OPENING <br />- <br />- <br />� <br />KING STUDS (SEE HEADER <br />SPAN CHART FOR DETAILS <br />MUD SPECIFICATION) <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY s A TIME. <br />USE 12d NAILS, TWO WITHIN b' <br />2x4 BLOCKS <br />f <br />" <br />- <br />SIDES: <br />2X6 GARAGE DOOR BUCK W/ (3) <br />)4'X8' J-BOLTS 4' EMBEDMENT MIN. <br />W/2'X2'XYa WASHER AND NUT <br />SPACED EVENLY FROM FLOOR TO <br />GARAGE DOOR HDR IN JOINTS <br />PRIOR TO FILLING <br />1-2X6 PT BLOCK a CENTER OF <br />POOR HEADER W/(U $•XH• J-BOLTS <br />4' EMBEDMENT W/ 1'M'XI(' WASHER <br />AND NUT2x4FRAS <br />s <br />O <br />L 30 <br />GABLE BLOCKING <br />TRUSS <br />2.4 BLOCKING <br />EA. RAFTER <br />L-30 EA <br />RAFTER <br />H2$ EA <br />RAFTER <br />ex4 RAFTER <br />24' OL. <br />(TYP) <br />—T1 -- <br />JJ �— <br />1 <br />JACKS (SEE HEADER SPAN <br />CHART FOR DETAILS AND <br />SPECIFICATION) <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY • A TIME. <br />USE 121NAILS, TWO WITHIN 6- <br />FROM EACH END 4 NO MORE <br />THAN 12' OL. STAGGERED <br />9P4 OR H5 a iOP AND <br />BOTTOM PLATES s EA FULL <br />LENGTH STUD, BOTH SIDES <br />OFOPENING. <br />SHEATHING TO LAP TO TOP <br />OF MASONRY WALL. <br />FROM EACH END 4 NO MORE <br />THAN 12' OL. STAGGERED <br />WINDOW SILL W/CRIPPLES <br />Ib' OL.- <br />�' VIA ANCHOR BOLT <br />AT W OL. MAX WITH l- <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMP80N INSTANT-2d a EA <br />JACK, SECURED W/(3) l:' X I <br />3/4' TAPCON9 TO CMU <br />W/1'rIN. 2' COVER t 2' APART <br />2X8 P.T. BOTTOM PLATE <br />n <br />n�caeT <br />du <br />CMU WALL <br />1�_ <br />T <br />LTI <br />� <br />_ <br />SHEATHING MUST NOT <br />BREAK I'-4' MIN FROM 2ND <br />T <br />GARAGE DOOR <br />3 BUCK ATTACHMENT <br />SCALE: Irz'•I'-® <br />�,1 FRAMED OVERHANG <br />KT$. <br />TYP. <br />�F10PENING <br />v <br />EXTERIOR WINDOW DOOR <br />WD FRAMED (_W/FLOOR <br />FLR LINE. <br />TRUSS <br />WINDOW <br />® 2—STORY <br />OPENING <br />WALL <br />FRAME A SECTION <br />���ARCH WINDOW <br />v SCALE: Irz'•I'-0' <br />SCALE: Irz'.I'-0 <br />C C <br />FASTENER SCHEDULE <br />ROOF DIAPHRAGM <br />NOTE: TYP. EXT. SHEATHING ATTACHMENT <br />re R FOR SHEAR 4 UPLIFT (Os6. TO BE STRUCTURAL <br />USE l/I6' O$B. OR 1/2' CDX PLY WITH d NK RING SHA <br />GUN NAILS AT 4' OL. AT <br />--- -- _ GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />SUPPORTED PANEL EDGES AND 'S RING SWANK GUN <br />NAILS AT 6' OL. AT <br />NOT REQUIRED EXCEPT • OPENINGS <br />PRE-ENG. TRUSS <br />/.— <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />}� <br />DBL. 2X TOP PLATE - <br />ROOF SHEATHING TO GABLE END FRAME <br />USE 'S CAN NAILS s 4' OL. <br />.�. <br />l/16' OSB. <br />. <br />2X BLOCKING 0 - <br />EXTERIOR SWEATHIM's <br />TOP OF <br />o /7-411 I I <br />s <br />USE l/16' O$B. OR 1/2' PLY WITH'8 RING SHANK GUN <br />PANEL SIDES AND 48 RING SHANK GW NAILS 4' OL, <br />PANEL AND '8 RING .'N'IANK GUN NAILS AT W OL. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER <br />NAILS AT W O.C. AT <br />TOP 4 BOTTOM <br />AN <br />i °' <br />j o <br />Q `� w 'B RING 9HAlVC CAN NAILS <br />Z a' • 6` OZ. IN FIELD <br />/ a <br />086. <br />2X STUDS Ib' OL. MAX. 9 <br />2X BTM. PLATE <br />w <br />3/4' FLOOR DECKING x <br />NAIL REQUIREMENTS <br />SIZE HE LENGTH DIA. TENSILE 9 <br />8d RONDMODIFIE 2 3/8' UI3 I10000 <br />OR T <br />NOTE: NAILS TO BE we, BY MEMBER OF INT. <br />STAPLE, NAIL 4 TOOL A550CIATION <br />L 0,113 INCH NOMINAL SHANK DIAMETER <br />w <br />a <br />TOP CORD BLOCKING 4T 4'2X4 <br />O.C. MAX IN FIRST 2 FRAMING w <br />SPACES AT EACH END. y <br />3 V <br />RAFTER OR <br />ROOF SHEATHING P <br />" <br />v <br />" P <br />_ z T-- <br />TYP. EXT. SHEATHING ATTACHMENT FOR ROOF <br />11: V SHEATHING (OSH. TO BE STRUCTURAL GRADE) <br />¢I 0 <br />.q y�— <br />• <br />PRE- LOOK ENGINEERED a <br />FLOOR TRUSS <br />4 BOTTOM•CCNT. <br />HETA-I6 <br />BLK WALL <br />Qi CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK <br />W/ 1/4' GAP FROM BLK TO CAB. <br />- - <br />2X4X4' SECURE TO TRUSS W/ 3-12d <br />b'-8' OL. MAX TYP. <br />2X4 SECURE TO 2X4 BLK Wrz-12d <br />9ECURE TO BLK W/ META-I6 <br />3. Ib TD 20 RINGB PER INCH <br />4 0280 INCH FULL ROUND HEAD DIAIETER <br />5. 2 INCH NAIL LENGTHMAX <br />ROOF 5HEATHING LAYOUT <br />AND ENDWALL BRACING <br />z T <br />_ _ <br />- m -3 <br />— — <br />BUILDING LENGTH <br />TYP. <br />w <br />- z m - <br />'B 2' DECK SCREWS a 6•-S' <br />OL. MAX EDGES 4 U' OZ. <br />IN FIELD. UNTHREADED <br />V SHANK TO EMEND BEYOND' <br />THICKNESS OF SUB -FLOOR <br />rc 0 BREATHING <br />P <br />EXT. SHEATHING ATTACHMENT <br />O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT <br />PERIMETER OF O$B. TO PROVIDE CONT. NAIL PATTERN <br />O REMAINING AREA TO BE SHEATHED FROM DBL. TOP <br />PLATE i0 HORIZONTAL BLOCKING. <br />®SHEATHING TOP OF WOOD FRAMED WALL TO BE <br />STAGGERED MIN. OF 16• FROM SHEET BELOW <br />0 INSTALL ALL SHEETS WFACE GRAIN PARALLEL <br />TO STUDS <br />2'-0" EXTENSI N ® OPT SERVICE DR. <br />8 NOT USED <br />FOR CABLE END FRAMING <br />STRUCTURAL FOR <br />WALL EGRADE losB TO BE <br />TYP. 3XP TUG 9UB-FLOOR DECKING GLUED TO <br />ALL ExP09ED MEMBERS <br />EXT. WALL SHEATHING <br />C� <br />7 SCALE: Irz .1'-m <br />9 SCALE: IR'.I'_0 <br />A N C N I T E C T E <br />6 <br />Design <br />Grou Ir4�. <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdmigngroup.com <br />AA #: 0003325 <br />T <br />C <br />O <br />V <br />W <br />0 <br />O <br />A <br />STJSDIV. a L07 <br />SILVERADO <br />LOT 25 <br />BLK 1 <br />0�4128.000-25001 <br />MODELA <br />4EBB <br />"1828—CALI" <br />GARAGE SMING: <br />RIGHT <br />PAGE <br />MISC. <br />DETAILS <br />50 MPH EXP. B <br />ARCHfTECT <br />STATE OF FLORIDA <br />�4 <br />DATM 11/07/16 <br />SCAM 1/4"=1'-0" <br />8I'3EET <br />D 2 <br />