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PRE-ENGINEERED <br />TRUSS <br />4'-O' MIN. <br />MTS-12 <br />BOTTOM PLATE: <br />\�" <br />1/16, OSB. <br />(2)12.1 NAILS AT <br />2X4 <br />EA STUD. <br />BTtt <br />PLATE 2X4 DBL. TOP PLATE <br />• <br />2X4 STUD 16' O.C. <br />1/16' OSB. <br />1/2' A.B. W/ MIN. <br />I' EMBEDMENT <br />LOCATE W-S' FROM ENDS <br />AND 32' O.G. MAX <br />TEXTURED FINISH <br />MTS-U META-16 <br />T <br />32. O.G. MAX V CMU WALL <br />(2) 12d NAILS WITHIN 4' OF EA <br />PRE-ENGINEERED <br />END t /2) 12d NAILS a 12. O.C. <br />TRUSS <br />MAX IN FIELD. <br />KNEE WALL DETAIL <br />STICK BUILT WALL DETAIL <br />1 N.TS. <br />TO BLOCK <br />SCALE: V2'.1'-O' <br />SECURE 2x6 MIN. TO <br />BLK W/ (2))S' <br />PRE-ENG ,(KISSES IW TRUSS <br />CONNECTOR VERIFY UV <br />SPS s EA STUD TOP t <br />BOTTOM <br />ANCHOR BOLT W/ 2' <br />LIGW <br />WASHER SET <br />Ca PLAN <br />P <br />A <br />IN SIMP' c STRENGTH <br />EPDXY 4' EMBED. <br />2X4 SECURED TO <br />GABLE END <br />EA, WRIGHT UPRIGHT <br />DOUBLE TOP PLATE <br />DOUBLE <br />CRIPPLE STUDS • 16, O.C. <br />MAX <br />HEADER <br />CON NEC ORU TO -I)WO <br />UPLIFT <br />DOUBLE TOP PLATE <br />SECURE 2x TO BLOCK <br />W/ 12) E• TAPGGN9 OR <br />DRIVE PIN <br />[MIN SHANK SIZE .145) <br />. _ _ <br />• _ _ <br />- <br />R <br />SECURE 2x4 ON <br />FLAT TO BILK <br />_ L.. <br />O• <br />—_.-- <br />�`"" <br />HEADER SIZE PER <br />SPAN CHART. <br />_ <br />�_ <br />n�caeT <br />2X4 SECURED TO <br />GABLE ENCa W/!2)12d <br />b'-S' O.C. <br />SIMPSON LSTA-12 • EA JACK <br />STUD, BOTH SIDES OF <br />OPENING. <br />2x STUDS 16'SW O.C. MAX W/ <br />SHEATHING SHEATHING TO BE <br />WITHIN }' OF WINDOW/ DOOR <br />SIMPSON MSTA-24 • EA. JACK <br />2x8 STUDS I6' O.G. MAX W/ <br />SHEATHING SHEATHING TO BE <br />WITHIN }' OF WINDOW/ DOOR <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />!MIN EMBED. I I') 0 0 <br />WEND AND W3' O.C. MAXm <br />�'� <br />�' O.S.B. SHEATHING OR <br />- <br />L <br />DOOR/ <br />- <br />W/ CUT NAILS. <br />WINDOW <br />OPENMG� <br />`` <br />OPENING MID SECURE PER <br />FASTENER SCHEDULE <br />SIDE OF OPENING • EA <br />GDX PLYWOOD <br />® 91DES, <br />2X6 GARAGE DOOR BUCK W/ (3) <br />O• <br />GABLE BLOCKING <br />TRUSS <br />2x4 BLOCKING <br />�� T <br />KING STUDS (SEE HEADER. <br />SPAN CHART FOR DETAILS <br />AND SPECIFICATION) <br />JACKS (SEE HEADER SPAN <br />CHART FOR DETAILS AND <br />SPECIFICATION) <br />JACK STUD ASSEMBLY TO BE <br />SECUO RED NE PLY • A TIME. <br />USE 12d NAILS, TWO WITHIN 6'FROM EACH END 4 NO <br />THAN 12' O.C.STAGGERED� <br />WINDOW SILL W/CRIPPLES <br />2.4 BLOCKS <br />CMU WALL <br />wu <br />o0 <br />t <br />)VXV J-BOLTS 4' EMBEDMENT MIN. <br />W/ 2'X2'X1s WASHER AND NUT <br />SPACED EVENLY FROM FLOOR TO <br />GARAGE DOOR HDR IN JOINTS <br />PRIOR TO FILLING <br />1-2X6 PT BLOCK • CENTER C- <br />DOOR HEADER W/(UYj'XV J-BOLTS <br />4• EMBEDMENT W/ 2'X2'X16' WASHER <br />AND NUT <br />❑ <br />EA. RAFTER <br />L-30 EA <br />RAFTER <br />H2b EA. <br />2x4 RAFTER R <br />• 24' OL. <br />2.4 <br />(�j' <br />" <br />4 <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY • A TIME. <br />USE 12d NAILS, TWO WITHIN b' <br />FROM EACH END 1 NO MORE <br />THAN 12' O.C. STAGGERED <br />5P4 OR H5 o TOP AND <br />BOTTOI"1 PLATES s EA FULL <br />LENGTH STUD, BOTH SIDES <br />OF OPENING. <br />M SHEATH <br />ING TO LAP TO 70P Or <br />SONRY WALL <br />W. NOT <br />SHEATHING <br />Ir., <br />}' DIA ANCHOR BOLT <br />AT 16' O,G. MAX WITH l' <br />EMBEDMENT AND 2'RAFTE <br />DIA. WASHER <br />SIMPSON MSTA1-24 a EA <br />JACK, SECURED W/(3)Ys' X I <br />3/4'TAPOONS TO CMU <br />WAIN. 2' COVER 1 2' APART <br />2XS P.T. BOTTOM PLATE <br />118T 61LL <br />- <br />- <br />- - <br />— <br />MIN. FROM 2ND <br />BREAK ' MIN. <br />GARAGE DOOR <br />BUCK ATTACHMENT <br />3 SCALE: V2'.1'-O' <br />t FRAMED OVERHANG <br />4 NTS. <br />TYP. <br />�10PENING <br />EXTERIOR WINDOW <br />WD FRAMED <br />/ DOOR <br />(W/FLOOR <br />FLR LINE, <br />TRUSS) <br />�j <br />WINDOW <br />® 2—STORY <br />OPENING <br />WALL <br />FRAME SECTION <br />�— <br />ARCH WINDOW <br />SCALE: I2'•I'-0' <br />SCALE: 12'.I'-o' <br />n <br />C C <br />FASTENER SCHEDULE <br />NOTE: TYP. EXT. SHEATHING ATTACHMENT <br />ROOF DIAPHRAGM <br />r 5 - 4' oc. FOR SHEAR t UPLIFT (O.SB. TO BE STRUCTURAL <br />USE 1/I6' OSB. OR V2' CDX PLY WITH •S RING SHANK <br />SUPPORTEPANEL EDGES AND '8 RING SHANK GUN <br />GUN NAILS AT 4' O.C. AT <br />NAILS AT 6' O.C. AT <br />Tql 4­ GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />NOT REQUIRED EXCEPT OPENINGS <br />PRE-c'Ni. TRUSS <br />T <br />/ <br />INTERMEDIAD TE SUPPORTS. SEE DETAIL. <br />( <br />�Z <br />DEL_ 2X TOP PLATE - <br />-- <br />F SHEATHING TO GABLE END FRAME <br />ROOF <br />USE 'S GJN NAILS s 4' O.G. <br />EXTERIOR SHEATHING <br />l/16' O.SB. <br />2X BLOCKING - <br />TOP OF <br />- <br />USE 1/I6' 06.5- OR V2' PLY WITH •S RING SHANK CAN NAILS AT 6' O.C. A7 <br />PAN SIDES AND RING SHANK GLBJ NAILS 4'O.C. TOP t BOTTOM <br />PANEL AND 'a RING SHANK CAN NAILS AT W O.C. AT <br />L <br />z <br />w <br />1A6' OSB. <br />2X STUDS 16' O.C. MAX <br />s <br />I I I I <br />INTERMEDIATE SUPPORTS. SEE DETAIL <br />NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN <br />ACCEPTABLE FASTENER FROM ANY MAMIFACTURER <br />NAIL REQUIREMENTS <br />SIZE HEAD LENGTH DIA. TENSILE S a <br />ed RCUNDJ'MODIRE 2 3/6, .IPi ITm,EOO TOP CORD BLOCKING AT 4' c <br />OR T O.G. MAX. IN FIRST 2 FRAMING w <br />SPACES AT EACH END. <br />a uwK <br />NOTE, NAILS TO BE MFG BY MEMBER OF INT. RAFTER OR TRUSS ' � <br />STAPLE, NAIL t TOOL ASSOCIATION <br />10.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING ¢ <br />p <br />DIAMETER OF ETE <br />Q 'S RING SNMK C NAILS <br />Y • 6' O.G. M FIELD <br />^ 0 1 <br />/ J <br />$ p <br />LL <br />Z <br />— TYR EXT, SHEATHING ATTACHMENT FOR ROOF <br />ki SHEATHING (OSB. TO BE STRUCTURAL GRADE) <br />al O <br />.p <br />e <br />2X BTM PLATE <br />3/4' FLOOR DECKING <br />PRE- ENGINEERED d <br />FLOOR TRUSS <br />TOP <br />t BOTTOM •COIJT. <br />14ETA-16 <br />BLK WALL <br />QI CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK <br />W/ 114' GAP FROM BILK TO OSB. <br />2X4X4' SECURE TO TR195 W/ 3-12d <br />O.G. MAX TYP. <br />2X4 SECURE TO 1X4 BLK W2-12d <br />SECURE UR BLK W/ META-16, W <br />3. 16 TO 2m RINGS PER INCH <br />4 <br />5. 2 INCH NAIL LEN3TN <br />ROOF 514EATI-IING LAYOUT <br />AND ENDWALL BRAGINCs <br />i <br />_L z ( <br />Y <br />3 <br />BUILDMGLE7JGTH <br />TYP. <br />e <br />° 'b 2' DECK SCREW, 6'•S' <br />x O.G. MAX • EDGES t Q' O.G. <br />w MAX IN FIELD. UNTHREADED <br />'SHANK TO EXTEND BEYOND' <br />o THICKNESS OF 8UB-FLOOR <br />SHEATHING <br />rc� <br />p / <br />EXT. SHEATHING ATTACHMENT <br />O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT <br />PERIMETER OF OSB. TO PROVIDE CONT. NAIL PATTER) <br />Q PLATEREMAININGTO AREA NT LE SHEATHED FROM DBL TOP <br />PLATE TO HORIZONTAL BLOCKING <br />® SHEATHING • TOP OF WOOD FRAMED WALL TO BE <br />STAGGERED MIN. OF 16' FROM SHEET BELOW <br />QS INSTALL ALL SHEETS W/FACE GRAIN PARALLEL <br />TO STUDS <br />2'-0" EXTENSION ® OPT SERVICE DR. <br />8 NOT USED <br />FOR GABLE END FRAMING <br />FOR <br />WALL SHEATHING (OSB TO BE <br />STRUCTURAL GRADE) <br />TYP. 3/4' TIG SUB -FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />EXT. WALL SHEATHING <br />SCALE: <br />7 SCALE: 12'.1'-0' <br />A R C R I T E C T$ I <br />GrOu E. <br />Design <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />AA M: 0003325 <br />F <br />W <br />y <br />V <br />O <br />R <br />y4 <br />y <br />W <br />O <br />F <br />Q <br />A <br />2 <br />BUDDM & LOT <br />SILVERADO <br />LOT #17 <br />BLK #1 <br />1pnon CT# <br />04128.000-17001 <br />3WDELT <br />4EHB <br />"2605-HAYDEN" <br />GARAGE awnaG: <br />LEFT <br />PAGE <br />MISC. <br />DETAILS <br />50 MPH EXP. B <br />DRnrr <br />A 11/09/16 <br />SCALE: 1/4"=1' - 0" <br />8*1z= <br />D 2 <br />