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PRE-ENGINEERED <br />TRUSS <br />4'-0' MIN. <br />MTS-IL <br />BOTTOM PLATE: <br />t/Ib• OSB. <br />(2) 12d NAILS AT <br />2X4 <br />EA. STUD. <br />IS M. <br />PLATE <br />2X4 DEL. TOP PLATE <br />2X4 STUD 16' O.C, <br />'1/16. 088. <br />112' Ala. W/ MIN. <br />l• EMBEDMENT <br />LOCATE W-S' FROM ENDS <br />AND 32' O.G. MAX. <br />TEXTURED FINISH <br />MTS-12 <br />META-16 <br />A <br />92' O.C. MAX <br />8' CM WALL <br />(2) 12d NAILS WITHIN 4. OF EA <br />PRE-ENGINEERED <br />END 1 (2) 12d NAILS r 12' CO. <br />TRUSS <br />MAX IN FIELD. <br />KNEE WALL DETAIL <br />�1 STICK BUILT WALL DETAIL <br />0 E: IR'.I0 { <br />2 SCAL'-®• <br />Br EA. STUD TOP < <br />PRE-ENG TRUSSES W/ TRUSS <br />BOOTT TOM <br />SECURE 2.6 MIN. TO ELK W/ (2)K' <br />ANCHOR BOLT W/ 2' WASHER SET <br />CONNECTOR VERIFY W/ <br />FRAMING PLAN <br />PRE-ENG TRUSSES W/TRUaB <br />IN SIMP80N HIGH STRENGTH <br />DOUBLE TOP PLATE <br />HEADER <br />CONNECTOR UP TO •1,000 <br />SECURE 2x TO BLOCK <br />EPDXY 4' EMBED. <br />2X4 SECURED TO <br />7MAX <br />UPLIFT <br />W/ �' TAPCON9 OR <br />GABLE END <br />W/f21RdrEA UPRIGHT <br />2x4 SECURED t0 <br />CRIPPLE STUp9 • 16' O.C. <br />SIMPBON LSTA•12 • EA JACK <br />DOUBLE TOP PLATE <br />BIMPSON META-24 • EA JACK <br />U'Icca•T <br />IV <br />(MIN SPIN <br />(MIN SHANK SIZE U48) <br />(MIN EMBED. I') <br />HEADER SIZE PER <br />O p. <br />OO <br />GABLE ENG W/(2)12d <br />SPAN CHART, <br />STUD, BOTH SIDES OF <br />1xB STUDS • 16' Oz. MAX W/ <br />WITHIN8' OF EACH o' <br />6'-8' OG. <br />OPENING. <br />SHEATHING. SHEATHING TO BE <br />END AND ISOG. MAX <br />2. STUDS • K' OG, MAX W/ <br />a�vu�xi� as' <br />WITHIN }' OF WINDOW/ DOOR <br />��I�'' <br />SECURE 2x4 ON <br />BREATHING. SHEATHING TO BE <br />OPENING AND SECURE PER <br />FLAT TO 15LK <br />Dom <br />WIC NDM/ DING <br />FASTENER SCHEDULE <br />J' OSB. SHEATHING OR <br />W/ GUT NAILS. <br />WINDOW <br />AND SECURE� <br />(2) STUDS, (2) JACKS r EA <br />}' COX PLYwDOD <br />OPENING <br />FASTENER SCHEDULE <br />SIDE OF OPENING <br />KING STUDS (BEE HEADER <br />JACK STUD ASSEMBLY TO BE <br />" -W <br />*o e'-m <br />SPAN CHART FOR DETAILS <br />AND CHARICAT D <br />SECURED ONE PLY r A TIME. <br />USE 12d NAILS, TWO WITHIN 6• <br />o° <br />2x4 BLOCKS <br />(. <br />a <br />G� SIDES: <br />L 30 • <br />GABLE BLOCKING <br />JACKS (BEE HEADER SPAN <br />FROM EACH END 1 NO MORE <br />THAN 12' O.C. STAGGERED <br />CMU WALL <br />2X6 GARAGE DOOR IX1GK W/ !3) <br />ASS <br />2x4 BLOCKING <br />—r <br />ri,SPECIFICATION) <br />CHART FOR DETAILS AND <br />WINDOW SILL W/CRIPPLE$ r <br />/f'XB' J-BOLTS 4' EMBEDMENT MIN <br />X2'XK WASHER AND NUT <br />r EA. RAFTER <br />L•30 EA <br />JACK STUD ASSEMBLY TO BE <br />16, O.C. <br />SPACED EVENLY FROM FLOOR TO <br />RAFTER <br />SECURED ONE PLY • A TIME. <br />VIA <br />ATI6' <br />GARAGE DOOR HDR IN JOINTS <br />H2B EA <br />USE 12d NAILS, TWO WITHIN 6' <br />�. MAX WITV <br />7• <br />PRIOR TO FILLING <br />1-2X6 PT BLOCK r CENTER OF <br />RAFTER <br />FROM EACH END 1 NO MORE <br />THAN 12' O.C. STAGGERED <br />EMBEDMENT AND <br />DIA. WASHER <br />Rac°•t •WL <br />DOOR HEADER W/(1)VX8' J-BOLTS <br />2x4 RAFTER <br />r 24. O.C. <br />AND <br />91MP8LN M87AM-24 r EA <br />4' EMBEDMENT W/ 2'X2'X4' WASHER <br />O <br />BOTTOM PLATER EA FULL <br />— <br />- <br />AND NUT <br />FRAMING <br />LENGTH STUD, BOTH SIDES <br />SPECIFIED ANC40RO <br />�O <br />O <br />(TYP) <br />OF SHEAATHINNG TO LAP TO TOP <br />OF MASONRY WALL. <br />2Xa P.T. BOTTOM PLATE <br />NOTES: <br />ALL ANCHORS SHALL BE IN ACCORDANCE TO <br />MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE <br />SHEATHING MUST NOT <br />SUCH INSTRUCTIONS ARE MORE STRINGENT <br />BREAK 1'-4- MIN, FROM 2ND <br />GARAGE DOOR <br />TYP. <br />EXTERIOR WINDOW DOOR <br />FLR LINE. <br />�iBUCK ATT CHMENT <br />V <br />��� FRAMED OVERHANG <br />`+ N.TS. <br />��10PENING <br />U <br />WD FRAMED (W/FLOOR <br />TRUSS <br />WINDOW <br />2—STORY <br />OPENING <br />WALL <br />��1 ARCH WINDOW FRAME A SECT[ON <br />BGALE:1/2•.1'-1. <br />BCALe:1a'.1'-m• <br />SCALE:I/2'.I'_0• <br />`.:�(9 <br />FASTENER SCHEDULE <br />NOTE: TYP. EM. SHEATHING ATTACFR'IENT <br />ROOF DIAPHRAGM <br />•s amp sNnwc ow+ rums • a oc. FOR SHEAR 1 UPLIFT (OAM. TO BE STRUCTURAL <br />USE 1/I6' OSB. OR 1/2' CDX PLY WITH % RING SHANK <br />GUN NAILS AT 4. O.G. AT <br />oP . earrar+ eocss GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />SUPPORTED PANEL EDGES AND '8 RING SHANK CAN <br />NAILS AT 6. O.C. AT <br />NOT REQUIRED EXCEPT • OPENINGS <br />PRE-ENG TRUaB <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />DEL. 2X TOP PLATE <br />� <br />ROOF SHEATHING GABLE END FRAME <br />USE 9 GUN NAILIL S • 4' O.C. <br />- <br />1A6' OSB. e <br />Y� <br />7X DLOCOP <br />EXTERIOR SHEATHING <br />OF <br />USE 1AW OSIS OR IR' PLY WITH 18 RNG SHANK GUN NAILS AT 6' O.C. At <br />PANEL BIDES AND 1' ' - SHANK GUN NAILS 4. O.C. TOP 1 BOTTOM <br />PANEL AND '8 RING SHAKK GUN NAILS AT 6. OL. AT <br />a <br />tA4,' OSB. <br />2X STUDS IS,O.G. MAX <br />a <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />_� <br />QQ d RING SHANK CAP! NAILS <br />Y r b' O.G. M FIELD <br />2X BTo PLATE <br />NOTE: RING BNANK CMNI NAILS SHALL BE PERMITTED AS <br />ACCEPTABLE RABTENER FROM ANY MANFACTIIRER <br />AN <br />V <br />I ° <br />3/4' FLOOR DECKING w <br />NAIL REQUIREMENT5 <br />ad ROU_tIENDMODIFIE 2ENGTH DII3 TENSllvI <br />OR T <br />[EOM NAILS TO BE 1-FG. BY MEMIyppEER OF INT. <br />STAPLE, NAIL 1 TOOL ASSOCIATION <br />w <br />TOP CORD BLOCKING AT 4' 3�3 <br />O.G. MAX. IN FIRST 2 FRAMING 3 w <br />SPACES AT EACH END. <br />RAFTER OR TRU98 <br />` <br />n <br />a P <br />2 <br />- TYP. EXi. SHEATHING ATTACHMENT FOR ROOF <br />SHEATHING (OSB. TO BE STRUCTURAL GRADE) <br />�0 O <br />:p <br />PIE- ENGINEEIE•;D o <br />FLooR TRUSS = <br />BO TOM TOP <br />O N 4 ml <br />UI/ (S) 12d NAILS <br />HETA-16 <br />BLK WALL <br />I I I I I I <br />I. m.113 INCH NOMINAL SHANK DIAMETER <br />ROOF SHEATHING rc <br />• <br />QI CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK <br />Z RING DIAMETER OF ®OI2 OVER SHAtlK DIAMETER <br />W/ 1/4' GAP FROM BLK TO OSB. <br />1x4X4' SECURE TO TRU66 W/ 3-12d <br />b'-8. O.G. MAX TYP. <br />3. 16 TO 2m RINGS PEN! INCH <br />4. 02Bm INCH FALL ROWD HEAD DIAMETER <br />`^ <br />i <br />w <br />$ 2' DECK SCREWS • b'-a' <br />O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT <br />PERIMETER OF OSB. TO PROVIDE CONT. NAIL PATTERN <br />B. 2 INCH NAIL LENGTH <br />p'Y- <br />O <br />3 <br />DTHREADED <br />Q3 REMAINING AREA TO BE SHEATHED FROM VOL. TOP <br />2X4 SECURE TO 2X4 BLK W/2.12d <br />SECURE TO BLK W/ META-16 <br />y3y) <br />MAX IN FIEL. UN <br />'SHANK TO EXTEND BEYOND' <br />TNICIONE88 OF SUB <br />PLATE TO HORIZONTAL BLOCKING. <br />® SHEATHING • TOP OF WOOD FRAMED WALL TO Be <br />° -FLOOR <br />° SHEATHING <br />STAGGERED MIN. OF 16' FROM SHEET BELOW <br />ROOF SHEATHING LAYOUT <br />��k <br />® INSTALL ALL SHEET$ W/FACE GRAIN PARALLEL <br />AND ENDWALL BRACING <br />BUILDING LENGTH TYP. <br />EXT. f. <br />SHEATHING ATTACHMENT <br />TO STUDS <br />.7 2'-0" EXT NS ON ®OPTS C R. <br />USED <br />FOR GABLE END FRAMING <br />FOR <br />WALL SHEATHINGE) rosE To BE <br />9TRIGTURALGRADEI <br />SUB -FLOOR DECKING GLUED TO <br />EXT. WALL SHEATHING <br />$GALE. 1/2'.I'-®' <br />9 SCALE: 1!U'.I'-0' <br />ALL X SE MBERS <br />ALL EXPOSED MEMBERS <br />A R c 8 I T E c T a <br />6 <br />Design <br />Grou .n! <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup•com <br />AA B: 0003325 J <br />F <br />y <br />U <br />O <br />a <br />y <br />R <br />C <br />F <br />A <br />4 <br />v <br />aysa:v �e TAT: <br />SILVERADO <br />LOT 24 <br />BLK 6 <br />Pnon=T# <br />04128.000-02461 <br />mol)NLo <br />4EHB <br />"2605—HAYDEN" <br />GARAGE BWDM: <br />RIGHT <br />PAGE: <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />