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PRE-ENGINffERED <br />TRUSS <br />4'-m' MIK <br />MTS-12 <br />DOfrOM Pl <br />1/16' OSM <br />12) Od NAILS AT <br />EA STUD. <br />2X4 <br />BTM. <br />PLATE <br />2X4 DEL. TOP PLATE <br />2X4 STUD W' O.C. <br />lA6' ORB. <br />IR' AS. W/ MM. <br />1'EMBEOf-ENT <br />LOCATE 6'-8' FROM ENDS <br />AMC) V. O.G. MAX. <br />TEXTURED FINISH <br />7 <br />MT8-12 <br />META-16 <br />32' OC. MAX. 8• C MU MALL <br />(2) 12d NAILS WITHIN 4' OF EA. <br />P�_Ew:.:.D <br />END 1 (2) 12d NAILS • 12' O.C. <br />TRUSS <br />MAX IN FIELD. <br />rT1 STICK BUILT WALL DETAIL <br />KNEE WALL DETAIL <br />TO BO <br />2 SCALE: I12'•I'-ID•CK <br />2x0 MIN. i0 BLK W/ (2115' <br />eECURE ANCHOR BOLT W/ 2' WU4SER SET <br />M SIMPSON HIGH STRENGTH <br />EPDXY 4' EMBED. <br />2X4 SECURED TO <br />GABLE EIS <br />WK27Qd.EA UPRK HT <br />GA2X4BLESE <br />DU2d <br />6'-8. OC. <br />PRE-ENG TRUSSES W/ TRU88 <br />CONNECTOR VERIFY W/ <br />FRAMING PLAN <br />DOUBLE TOP PLATE <br />CRIPPLE STUDS . W' OC. <br />MAX <br />SSIMPSON TUD,, BOTH SIDES OF JACK <br />OPENING. <br />2x STUDS • W' OC. MAX W/ <br />UAITHM }I OF WINDOW/ DOOR <br />SP8 • EA STUD TOP ( <br />BOTTOM <br />PRE-ENG TRUSSES WRRU$S <br />CONNEUPLIFTCTOR UP TO •Ifdmm <br />DOUBLE TOP PLATE <br />SIFIP90N META-24 . EA JACK <br />2x8 STUDS . W' OC. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />WITHIN }• OF WINDOW DOOR <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />A <br />SECURE 2x TO FLOCK <br />W/ 22) a' TAPCCNS oR <br />DRIVE PM <br />(MIN SHANK SIZE J45) <br />(MIN i?NEED. I ;•) g <br />WITHIN 8' OF EACH <br />END AND 18' OZ. MAX M a <br />�� '' <br />' O$B. SHEATHING OR <br />HEADER <br />m— <br />�. <br />O <br />SPA�NI£CHART, PER <br />nEueT <br />R p <br />FLACT TSO BUC <br />DOOR/ <br />_ <br />W/ CUT NAILS. <br />R SIDES, <br />2X6 GARAGE DOOR BUCK W/ (3) <br />)$'XS' J-BOLTS 4• EMBEDMENT MIN. <br />W/ 2•X25dj WASHER AND NUT <br />SPACED EVENLY FROM FLOOR TO <br />O• <br />L-3m • <br />GABLE BLOCKING <br />TRUSS <br />2x4 BLOCKING <br />• EA RAFTER <br />L-30 EA <br />RAFTER <br />WINDOW <br />OPENING <br />—TI — I7— <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />KING STUDS (SEE HEADER <br />SPAN CHARt FOUR DETAILS <br />.MID SPECIFICATION) <br />JACKS ($E£ HEADER SPAN <br />CHART FOR DETAILS AND <br />SPECIFICATION) <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY • A TIME. <br />SIDE r (E JACKS . EA <br />SIDE OF OF'ENMIC+ <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY • A TIME. <br />USE 12d NAILS, TWO WITHIN 6' <br />FROM EACH END . NO MORE <br />THAN 12' OC. STAGGERED <br />WIDOW SILL W/CRPF'LES <br />W' OC. <br />BOLT <br />uP ro <br />}• COX PLYWOOD <br />2.4 BLOCKS <br />CMU WALL <br />�. <br />m <br />0 <br />L <br />GARAGE DOOR HDR M JOINTS <br />PRIOR TO FILLING <br />I-2X& Pr BLOCK • CENTER OF <br />DOOR HEADER W/[I1 )j'XB' J-SOLI$ <br />4' EMBEDMENT W/ 2'X2'Sdb' WARNER <br />AND NUT <br />IN <br />H2b EA <br />RAFTER <br />2x4 RAFTER <br />• 24' OC. <br />22x4 <br />(TYP) <br />USE 12d NAILS, 7U10 WITHIN b' <br />FROM EACH END ( NO MORE <br />THAN 12' OCSTAGGERED . <br />SP4 OR H9 • TOP AND <br />BOTTOM PLATES • £A FULL <br />LENGTH STUD, BOTH SIDES <br />OF OPENING. <br />OF ATHMA80NRY WALL. TO TOP <br />ATDW O� MAX I• <br />EMBEDMENT AND 2' <br />DIA WASHER <br />SIMIPSON MSTAM-24 . EA <br />JACK, SECURED W/ <br />SPECIFIED ANCHORS <br />2X8 P.T. BOTTOM PLATE <br />^W� U <br />NOTES: <br />ALL ANCHORS SHALL BE IN ACCORDANCE TO <br />MANUFACTURER'S INSTALLATION INSTRUCTIONS WERE <br />SHEATHING MUST NOT <br />SUCH INSTRUCTIONS ARE MOM STRINGENT <br />BREAK 1'-4' MIN. FROM 2ND <br />GARAGE DOOR <br />3 BUCK ATTA HM'NT <br />9CALti+IR'•I'-m' <br />%�IFRAMED OVERHANG <br />`+ KT$. <br />TYP. EXTERIOR WINDOW DOOR <br />/ <br />%ti10PENING WD FRAMED (W/FLOOR <br />FLR LINE. <br />TRUSS <br />WINDOW <br />® 2—STORY <br />OPENING <br />WALL <br />F SECTION <br />A <br />INDOW <br />ARCH WRAME <br />6 SCALE: I!!'•I'-ID' <br />V SCALE: V/'•I'-m' <br />FASTENER SCHEDULE <br />NOTE ;TYP. EXT. SSEATHMK ATTACHMENT <br />ROOF DIAPHRAGM <br />re auavx caav w,iLs . or. FOR $HEAR ( UPLIFT (O$B. TO BE STRUCTURAL <br />USE T/16' O$B. OR I/2' CDX PLY WITH •8 RING SHANK <br />GUN NAILS AT 4' OC, AT <br />GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />SUPPORTED PANEL EDGES AND 'S RING SHANK GW NAILS AT 6' OC. AT <br />NOT RECUIREp EXCEPT . OPENINGS <br />PRE-Ew. TRUSS <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />ROOF SHEATHING GA <br />BLE ABLE END FRAME <br />USE d GW NAILS • 4' OC. <br />. . . . . . . .. . <br />DBL. 2X TOP PLATE <br />T/16. O$B. <br />EXTERIOR SHEATHING <br />USE 1/16' O.A.M. OR f/I' PLY WITH •8 RING SHANK GUN NAILS AT 6' O.G. A7 <br />PANEL SIDES AND 9 RING WITH GW NAILS 4. OC. TOP 4 BOTTOM <br />PANEL AND •8 RING SHANK GUN NAILS AT b' OC. AT <br />m <br />< <br />' <br />•8 <br />2X BLOCKING <br />TOP m <br />1/I6. O$13. <br />2X STUDS W OC. MAX <br />a <br />MTER'EDIATE SUPPORTS. SEE DETAIL. <br />NOTE: RNG SHANK GUN NAILS $HALL BE PERMITTED AS <br />ACCEPTABLE FASTENER FROM ANY MIANFACTIITER <br />AN <br />QQ RING SF/,4NIC GUN NAILS <br />Z • • 6' 04. N FIELD <br />0 <br />2X 5TM. PLATE <br />w <br />3/4' FLOOR DECKING i <br />'lill <br />— <br />NAIL REQUIREMENTS <br />SIZE HE LENGTH DIA ?ENSILE 9 <br />Bd RCWDMODPI 2 3/8' JI3 Mm)emm <br />NOTE; HAILS TO BE MFG. BY MEMBER OF INT. <br />STAPLE, NAIL U TOOL ASSOCIATION <br />I. ID.113 WGH NOMINAL SHANK DIAMETER <br />2. RING DIAMETER ar 0IDI2 OVER SHANK DIAMETER <br />TOP CORD BLOCKING AT 4' 3�3 <br />OL. HAX M FIRST 2 FRAMING 3 <br />SPACES AT EACH END. �{ <br />RAFTER OR <br />ROOF SHEATNMK. tt <br />F <br />�' <br />Lu F <br />TYP. EXT. SHEATHING ATTACHMENT FOR ROOF <br />95EATHING (O$8. TO BE STRUCTURAL GRADE) <br />iP O <br />PRE- ENGINEERED a <br />FLOOR TRUSS <br />2X4 • TOP 4 <br />BOTTOOM CONT. <br />HETA-Ib <br />DLK. WALL <br />O CONTINUOUS SHEATHING. TO BEGIN AT TOP OF BLK <br />W/ 1/4' GAP FROM BLK TO OAS. <br />2X4X4' SECURE TO TRU98 W/ 3-12d <br />6'-8' OC. MAX 7YP. - <br />2X4 SECURE TO 2X4 BLK W/J-12d <br />SECURE TO BLK W/ META -TA- W <br />9. W TO 20 RNC$ PER INCH <br />4. 0280 INC1L FULL ROUND HEAD DIAMETER <br />S. 2 INCH NAIL LE NGTH <br />z <br />O <br />O <br />UT <br />m <br />m <br />•8 2' DECK SCREW$ . 6'-8' <br />MAXMU4FIELD. UNTHREADED <br />o SHATO EXTEND BEYOND. <br />THICKNESS OF SUB -FLOOR <br />BLOCKING A <br />2 NORI4CTER C 2X SFF. O PROVIDE <br />PERMETER OF O$13. TO PRONDE CANT. NAIL PATTEFN <br />O3MATOP <br />TEMING AREA TO BE SHEATHED FROM DEL. SHEATHED'NK PLATE TO HORZONTAL BLOCKING. <br />Q SHEATHING • TOP OF WOOD FRAMED WALL TO BE <br />ROOF SHEATHING LAYOUT <br />AND ENDIUALL BRACINCs <br />I. BUILDING LENGTH <br />TYP. <br />SHEATHING <br />p m <br />EXT. SHEATHING ATTACWtIENT <br />STAGGERED MIN. OF: 16' FROM SHEET BELOW <br />O To STALL 9 L SHEETS W#ACE GRAIN PARALLEL <br />�71 2'-0" EXTENSION Oa OPT SERVICE DR. <br />i�NOT USED <br />FOR CzABLE END FRAMING <br />FOR <br />STRUCTURAL <br />WALL SHEATHN) (065TO BE <br />GRADE) <br />SMEMSOOR DECKING GLUED TO <br />EXT. WALL SHEATHING <br />9 SCALE: 1/2'•I'-mI/2'•I'-m' <br />SCALE: I/2'•I'-m' <br />ALL XP;74 SE <br />ALL E14°08ED MEMBERS <br />rARCNITECT6-1 <br />6 <br />Desgn <br />Grou Ana <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744076 <br />wwwAbdesigngrouPom .o <br />L AA M 0003325 <br />h <br />4 <br />W <br />�M <br />O <br />y <br />G <br />F <br />A <br />oumzv. ie LOT: <br />SILVERADO <br />LOT 2 <br />BLK 6 <br />PROinc" <br />04128.000-00261 <br />MODEM- <br />4EAB <br />"1672—ARIA" <br />GARA0IC ewata2 <br />LEFT <br />PAGE: <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />M1 -.• <br />I A%M 10/19/17 <br />MAIM 1/4"=1'-0" <br />ezIENT <br />D 2 <br />